FIELD OF THE INVENTION

[0001]This present invention has two essential fields for application.

[0002]The first field of them is relates to masonry construction "stereotype blocks", to achieve the SOLID INTEGRATED BUILDING SYSTEM.

[0003] Explain the special method of this system, that used to carry out all stages of constructions building, Including all necessary means and accessories such as: Interwoven metal tubes (two overlapping metal tubes that extended horizontally), and different iron structures.

[0004] The second field is to produce miniature plastic forms, which are exactly identical, to all the different forms of "stereotype blocks", In order to use them to configure small models for any buildings to be implemented.

[0005] Where (these micro plastic construction projects), are necessary in engineering offices, colleges of architecture engineering, and professional masonry schools, to give a preliminary conception, of these projects, and clarify the special method, to implementation this system.

[0006] And it will be able to create a specialized technical staff, of this special method implementation, by training them, on a number of micro plastic construction projects, during a one week.

BACKGROUND TO THE INVENTION

[0007] Before starting this paragraph, it must be noted, that our in-depth thematic studies that we have done, in the course of long time, on the traditional blocks building system, and the practical experiments that we have conducted to discover the weaknesses, defects, problems and mistakes in this system, all those obstacles, have forced us, to observe the finest details, of technical, engineering, spatial, financial, professional, and executive methods, so as to evaluate them, and to give the solutions, as comprehensive, as perfect as possible, and all that has brought us, to our current invention, which depends mainly, on the finer details, for reaching at the best solutions.

[0008] Now, back to this paragraph, and let's say that the traditional blocks build system, is known from a long time exceeds more than two centuries.

[0009] And is still used, especially in the Middle East, Asia, and Eastern Europe but this system less used since the 1970 in western Europe, so the most of medium and small companies have decreased dramatically, reaching out to a few small companies that have continued to use the traditional blocks building system, and this traditional system, was replaced by a prefabricated construction system, for construction a big projects of collective housing, administrative buildings, hospitals, hotels, and schools. Which are Implemented by a large companies with high financial potential, and different technology relies on large cranes that carry a prefabricated poles, bridges, walls and ceilings.

[0010] But unfortunately, with this prefabricated construction system, the prices of apartments have multiplied considerably, reaching a 300% share than the price of apartments built by traditional building system.

[001 1 ] The current traditional construction blocks system, is based on the hollow blocks, made from concrete material mixture of cement, sand, small parts of stones and water, which is two type, the uniform walls blocks, and the uniform roof blocks , and also is based on the columns, and bridges reinforced concrete, which summarizes, in six stages as follows:

[0012] First stage is the Foundations under the building's ground, which is carried out by the formation of reinforced concrete columns, which are connected to each other by reinforced concrete bridges.

[0013] Second stage is the reinforced concrete columns of the building, which are carried out by vertical wooden molds, have the dimensions equal to the dimensions of the columns, to be built and placed inside the wooden mold the appropriate iron structure, then pour the reinforced concrete a mixture of cement, sand, gravel, and water, and after about one or two week depending on the temperature of the construction area, the wooden molds are dismantled, and do not forget to mention the defects of this stage, as following:

[0014] Irregular dimensions of the columns to be created, as a result of the swelling of the wooden moulds and their breadth towards the outside because of the pressure of the concrete cast and its enormous weight.

[0015] The fall of various parts of the dry concrete during the dismantling of the wooden molds, where these gaps must be filled with concrete later, that require workers, wages, loss of time and lead to increase the costs of building.

[0016] The irregular surfaces of the columns as a result of what was mentioned before , and the necessary to fill the gaps and cover the defects by a (coarse and soft cement layer), as possible, all of that require workers, wages, loss of time and lead to increase the costs of building.

[0017] The wooden moulds, are used to create the columns, and will be repeated its use, for only three or four times, to create another columns in the future, and then becomes not suitable for use, knowing that, its price is very important, and leads to increase the costs of building.

[0018] The employment necessary for formation the wooden molds, in the dimensions equivalent to the dimensions of the columns to be built, then put them in vertically position, and placed inside them the appropriate iron structure, then pour the concrete a mixture of concrete: cement, sand, gravel and water, inside them until the fullness, and after about one or two weeks, depending on the temperature of the construction area, the wooden molds are dismantled, all of that require workers, wages, loss of time and lead to increase the costs of building.

[0019] Third stage is the reinforced concrete bridges of the building, which are carried out by horizontal wooden molds mounted on wooden or metal mounts, which have the dimensions equal to the dimensions of the bridges to be built, and placed inside them the appropriate iron structure, then pour the concrete a mixture of cement, sand, gravel and water, inside them until the fullness, and after about one or two weeks depending on the temperature of the construction area, the wooden molds are dismantled, and do not forget to mention the defects of this stage, that are the same defects mentioned in the second stage.

[0020] The mission of reinforced concrete bridges: is to connect all the reinforced concrete columns with each other.

[0021] The mission of these reinforced concrete bridges and reinforced concrete columns: is to carry the reinforced concrete roofs.

[0022] Fourth stage is related to roofs blocks construction (uniform), of building.

[0023] Which are carried out by wooden roof, mounted on wooden or metal mounts.

[0024] Then placed on the wooden roof, a parallel rows of roof blocks, where is positioned in parallel, a iron structures between each two rows of roof blocks.

[0025] Then the concrete mixture of cement, sand, gravel and water, is poured over the rows of roof blocks, and iron structures, until all the gaps are filled, and form a thick concrete layer on the wooden roof.

[0026] After about one or two weeks, depending on the temperature of the construction area, the wooden or metal mounts, is dismantled, as well as the wooden roof, and do not forget to mention of defects of this stage, that is as follows:

[0027] The bottom surface of the reinforced concrete roofs is irregular, and needs a coarse and soft layer of cement, to fill the gaps and defects as possible.

[0028] The wooden moulds, are used to create the reinforced roofs, and wooden mounts, that will be repeated its use, for only three or four times, to create another roofs in the future, and then becomes not suitable for use, knowing that, its price is very important, and leads to increase the costs of building.

[0029] Fifth stage is related to walls blocks construction (uniform) of building, which is positioning between the reinforced concrete columns, the reinforced concrete bridges, to configure the (rooms, halls, lounges, offices, and bathrooms etc).

[0030] This construction wall blocks (uniform) of building, is carried out by placing a wall block adjacent to the other, which connects the two sides by a soft mixture: cement, sand, small portions of stone and water), that fills the gap between the two sides of this two adjacent wall block.

[0031] Also by placing a layer from the same soft mixture of cement, sand, small portions of stone and water, with a thickness of (1 to 2 cm), between the top face of bottom block, and the bottom face of top block, to connect one to the other.

[0032] But put a heavy-weight blocks on the layer of soft mixture of cement, sand, small portions of stone and water, will never be able to adjust the vertical and horizontal axes of these blocks, and thus will lead to the construction of a winding wall with many defects. [0033] In order to understand it, suppose that the first row of blocks that is positioned on the layer of soft mixture of cement, sand, small portions of stone and water, has been disciplined in the horizontal and vertical axes.

[0034] But when the second row of blocks walls is built, the blocks walls with its heavy weight are positioned on the second layer of soft mixture of cement, sand, small portions of stone and water, which is placed above the top faces of first row blocks, so will be lead to un seen slightly alteration in the axes of first blocks row, where the first layer is still soft and non dry.

[0035] Paramount the same situation is repeated for the third row of blocks walls, fourth row of walls blocks, and fifth row of walls blocks... etc.

[0036] And so it finishes to build a winding blocks walls, with many defects. [0037] After the blocks walls are built, start digging in, to extend the protection tubes, for a water, electricity, and heating pipes.

[0038] Practically these built blocks walls are just touching the reinforced concrete (bridges, columns, and ceilings), without any connection force, or association with them.

[0039] Where the amount of soft mixture of cement, sand, small portions of stone and water, that fills the small gap between the lateral face of the blocks and the adjacent face of (columns), is very little, so that has no benefit, in connecting with each other.

[0040] The amount of soft mixture of cement, sand, small portions of stone and water, that fills the blanks between the top faces of blocks, and the adjacent faces of (bridges and ceilings), also is very little, so that has no benefit, in connecting with each other.

[0041] This method of construction blocks walls, will be lead to fall a quantity of soft mixture of cement, sand, small portions of stone and water, on the ground.

[0042] This method of construction blocks walls, will be lead to obstacles in the installation of windows and doors, and difficulty in adjusting the vertical and horizontal axes, and do not forget to mention of the defects in this stage as follows:

[0043] A windings blocks walls, with many defects, requiring their imperfections, and covering all their defects, that need a workers, wages, loss of time, and will be increased the costs of building.

[0044] The costs of large wasted amount of soft mixture of cement, sand, small portions of stone and water, falling on the floor, and the cost of removing it outside the building, so all that will be increased the costs of building.

[0045] The obstacles in the installation of Windows and doors, and difficulty in adjusting the vertical and horizontal axes, Requires workers to treatment, removal of all obstacle, wages, loss of time, and all that will be increased the costs of building.

[0046] A ruin and distortion as a result of digging walls to extend the protective tubes, and then refilling those engraved channels with a soft mixture of cement, sand, small portions of stone and water, to cover this ruin, distortion, requires workers, wages, loss of time, , and all that will be increased the costs of building.

[0047] Blocks walls are the weakest point in the building, as they are not strongly associated with the other parts of the building.

[0048] As an earthquake measuring 5.5 on the Richter scale, it can be lead to fall all blocks walls or part of them, hundreds or thousands of people have been killed or wounded , and the construction become based only on columns, Bridges, ceiling, with a massive rubble from the fallen blocks walls.

[0049] At most in 3-5 years, as a result of the continuous and intangible movement of the Earth, these blocks walls are cracked, which is called to maintain and fill the cracks with a layer of acrylic, and re-paint, in addition the costs of workers, wages, loss of time, and all that will be increased the costs of building.

[0050] Sixth stage is the finishing, and tuning defects, known as the "cover layers", and technically consists of two layers types.

[0051] The first type consists of two layers:

[0052] A coarse layer which is a mixture of cement and small particles of stone, sand, and water sprayed on all the internal and external surfaces of the blocks walls built, poles, and bridges "that connecting them together ", as well as the bottom surface of the ceiling), to fill the holes and cover the defects,

[0053] A fin layer which is a mixture of (cement, sand and water) sprayed on all the internal and external surfaces of (the blocks walls built, poles and bridges "that connecting them together ", as well as the bottom surface of the ceiling), to fill the holes, and cover the remaining defects, as possible.

[0054] The second type is a thin layer of acrylic paste, is used to fill as possible the defects on surfaces, which could not be concealed or remediated by the first type layer, and do not forget to mention the defects in this stage, that are as follows:

[0055] All three layers of coverage mentioned above, cannot fully cover defects, but as much as possible.

[0056] There is a loss of large quantities and a waste of the coarse and fin layers mixture, that falls down on the ground, during the spraying of these mixtures on the walls, poles, bridges, and bottom surface of ceiling, and the costs of these loss quantities, that will be increased the costs of building.

[0057] Acrylic and paint layer costs, that will be increased the costs of building.

[0058] Costs of removing wasted quantities falling on the ground and taking them out of the building.

[0059] Wages of all the workers, who worked in this stage, that will be increased the costs of building.

OBJECT OF INVENTION

[0060] It is an object of the present invention, to create all kind of small, or large construction projects, such as a (individual, collective housing, administrative buildings, hospitals, hotels, schools, etc).

[0061] It is an object of the present invention, to create a Solid Integrated Building System, where all its parts, whether small or/and large, are strongly associated with each other.

[0062] It is an object of the present invention, to create a Solid Integrated Building System, where all of its constructed parts, (whether columns, walls, bridge, and ceilings), are reinforced with iron. [0063] It is an object of the present invention, to create a Solid Integrated Building System, which is Often without any defects, and flaws.

[0064] It is an object of the present invention, to create a Solid Integrated Building System, who has a highs specification, and a lowest costs.

[0065] It is an object of the present invention, to create a Solid Integrated Building System, who has a high level of the security, and safety, during the middle earthquakes, , due to its strong arming, and an expertise in the design of its constituent elements of construction.

[0066] It is an object of the present invention, to create a method, where is easy, disciplined, specialized for implementation all building projects, and to achieves a strong overlapping correlation between all parts of construction.

[0067] It is an object of the present invention, to produce miniature plastic forms of "stereotype blocks", that used to configure small models for any building projects, to be implemented, In accordance with the Solid Integrated Building System.

[0068] It is an object of the present invention, to create a specialized technical staff of this method mentioned above, to implement all kinds of constructions, related with the Solid Integrated Building System, by a real training of them, on the ground of project, with using a real stereotype blocks, as well as by training them with using the miniature plastic stereotype blocks, to configure small models.

[0069] There are several objects of the present invention, they will be appear after taking note of all the description of this invention.

SUMMARY OF THE INVENTION

[0070] According to the first appearance of the present invention, it relies mainly, on a various designs of "STEREOTYPE BLOCKS", to achieve all requirements of SOLID INTEGRATED BUILDING SYSTEM, and everything related to it.

[0071] So from now on, we will code the two words of this label, by the first letter of each word of this label, to become: "S.B", which is the symbol of the label: "STEREOTYPE BLOCKS".

[0072] All these "S.B" are often made by a mixture of masonry materials (cement, sand, small parts of stones, additives, and water), or sometimes by other materials as the light bricks, fired clay brick, and so.

[0073] All designs of "S.B", are different in their forms and their functions, and important for build any part of building, within the best specifications, and high quality, that's why will be detailed all kinds of "S.B", and their necessary elements, in this paragraph and in the next paragraphs.

[0074] According to the second appearance of the present invention, it relies mainly, on these several designs of "S.B", which are also includes an (12) twelve types of "S.B".

[0075] The "S.B" of Basic type used to built only the basic row, which is located, always under the first row of diverse "S.B" in any floor of building, and which is in rectangular shape.

[0076] The rectangular Basic Stereotype Blocks, which is referenced "B.S.B.1 ", and it has a three standards dimensions ( L X W X H where that means, L = Length, W = Width, H = Height) as follows:

L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm.

L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm. L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm, and other small standards.

[0077] And each one of the other (1 1 ) eleven types of "S.B", is specialized only in one part, from the total parts of construction, therefore these (1 1) eleven types of "S.B", will be distributed on each part, of the construction parts, as follows:

[0078] The "S.B" type A, that used only to build the walls of building, that includes one standard "S.B." containing all the elements necessary for building walls, which is referenced "S.B.A.1 ", and also includes In addition a several form derived from this "S.B.A.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.A.1 ", which are referenced, "S.B.A.2" note that the "S.B.A.1 " has a three standards dimensions ( L X W X H where that means, L = Length, W = Width, H = Height) as follows: L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0079] The "S.B" type B, that used only to build the reinforced concrete columns, in rectangular or square shapes, that include one standard "S.B.", containing all the elements necessary for building columns, which is referenced "S.B.B.1 ", and has a three standards dimensions as follows: L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0080] The "S.B" type C, that used only to build a(right R, or/and left L) reinforced concrete columns, in angular form or corner form, that include a right or left standard "S.B. ", which are referenced "S.B.C.1 -R", or "S.B.C.1 -L", but the only difference between them, is the location of the link in each of them , where the link in a "S.B.C.1 -R", is located always on a right of Template, while the link in a "S.B.C.1 -L", is located always on a left of Template, and each one of them, has a three standards dimensions as follows: L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) + L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0081 ] The "S.B" type D, that used only to build a reinforced concrete columns, in character T form, that include one standard which is referenced

"S.B.D.1 ", and has a three standards dimensions as follows: L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) + L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0082] The "S.B", type E that used only to build right and left lateral frames, for windows and door, that can be used in the right and left lateral frames, and containing all the elements necessary for building these lateral frames, for windows and door, that include one standard "S.B.", which is referenced "S.B.E.1 ", and In addition there are a several forms derived from it, as a result of deleting one or more of its elements, or to be in a half to the "S.B.E.1 ", which are referenced, "S.B.A.2", note that the "S.B.E.1 " has a three standards dimensions as follows: L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0083] The "S.B", type F, that used only to build a bottom sill, for windows and doors, that includes one standard "S.B." containing all the elements necessary for building the bottom sill, which is referenced "S.B.F.1 ", and In addition there are a several forms derived from it, as a result of deleting one or more of its elements, or to be in a half or a quarter to the "S.B.F.1 ", which are referenced, "S.B.F.2" note that the "S.B.F.1 " has a three standards dimensions as follows: 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X FI 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0084] The "S.B", type G, that used, to build a top sill, for windows and door), that includes one standard "S.B." containing all the elements necessary for building the top sill, which is referenced "S.B.G.1 ", and In addition there are a several forms derived from it, as a result of deleting one or more of its elements, or to be in a half or a quarter to the "S.B.G.1", which are referenced, "S.B.G.2" note that the "S.B.G.1 " has a three standards dimensions as follows: 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, , where each one of them is used according to the size of project, and the architect planning.

[0085] The "S.B" type H, that includes one standard "S.B.", which is referenced "S.B.H.1 ", in U form, and used only to build a reinforced concrete bridges, of the last row, of the walls), that include a gap inside of U form, and On the floor of the gap, there are two square slots, which are called, a square injection slots, 22 that includes In addition in a half, or a quarter to the "S.B.H.1 ", which are referenced, "S.B.H.2" and has a three standards dimensions as follows: 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of them is used according to the size of project, and the architect planning.

[0086] The "S.B" type I, is a female "S.B" that used, to build a reinforced concrete roofs, that includes one standard "S.B.", which is referenced "S.B.1.1 ", that has a one standard of (three dimensions), as follows: L 600 mm X W 200 mm X H 200 mm.

[0087] The "S.B" type J, is a male "S.B" that used, to build a (reinforced concrete roofs), that includes one standard "S.B.", which is referenced "S.B.J.1 ", that has a one standard of (three dimensions), as follows: L 600 mm X W 200 mm X H 200 mm.

[0088] The "S.B" type K, is a terminal "S.B" (which is a male in side, and a female in the opposite side) of "S.B" that used, to build a reinforced concrete roofs, that includes one standard "S.B.", which is referenced "S.B.K.1 ", that has a four standard of (three dimensions), as follows: (L 200 mm, or L 300 mm, or L 400 mm , or L 500) X W 200 mm X H 200 mm, where each one of them is used according to the architect planning.

[0089] According to the third appearance, of the present invention, there are eighteen necessary elements for construction, distributed in all types of "S.B" mentioned above, and do not forget that all the following elements are important and necessary for construction, also they are an integral part of the diverse stereotype blocks designs, and they are used in every part of the building, which they are named, and referenced as follows:

[0090] One or two elements are named the, (injection and guide channels), which are referenced 7.

[0091] One or two elements are named the, (iron rods), as a cumulative partial reinforcement of a building walls, which are referenced 8.

[0092] One or two or four elements are named the, (electrical, heating, sanitary, partially open channels), which are referenced 9.

[0093] One or two elements are named the, (top open electrical boxes), with rectangular sectional shape, which are referenced 10.

[0094] Two elements are named the (semi-circular, or semi-oval, lateral channels), which are referenced 1 1.

[0095] One or two elements are named the (hidden connection chamber), which are referenced 12.

[0096] Several elements are named the (cavities) of different sectional shapes, such as a circular, oval, square, and rectangular shape, and so on, which are referenced 13.

[0097] One or two elements are named the (template) of different shapes, such as a square, rectangular, and corner sectional shape, which is referenced 14.

[0098] Four to eight elements are named the (protuberances) of different sectional shapes, such as a semi circular, convex, curved , square, rectangular shape, and so on, which are referenced 15.

[0099] One or two element are named the (link), which are referenced 16.

[0100] Two elements are named the (prominences) of 3-5 cm, which are referenced 17. [0101] One or two elements are named the (prominent protuberances) with rectangular sectional shape, their dimensions as follows, the thickness is 1.5 cm, the width is 4 to 7 cm and the length is related with the length of the door or window, which are referenced 18.

[0102] One element are named the (electric motor channel) with square sectional shape, to hosted the right or left end of the electric motor axis, and to adjust the horizontality of axis, which is referenced 19.

[0103] One element is named the (gap) of trapezoidal sectional shape, to embrace the appropriate iron structure, which is referenced 20,

[0104] Two or four elements are named the (hollow tunnels) with different sectional shapes, such as a circular, oval, square, rectangular, and trapezoidal shape, and so on, which are referenced 21 .

[0105] One or two elements are named the (square injection slots), they are located in "S.B.H.1 " which are referenced 22.

[0106] One or two elements is named the (square connection channels), which are referenced 23.

[0107] One element is named the (curved base), is the base of gap, which is referenced 24.

[0108] One or two elements are named the (solid plastic guide rod), which are referenced S.P.G.R.

[0109] One or two elements are named the (standard guide rod), which are referenced S.G.R.

[01 10] According to the fourth appearance, of the present invention, and as is well known, any construction project, consist from one to several floors, and each floor in general has a three standard heights of building floors, as follows: 260 cm, 280 cm, 300 cm, that is equivalent to (13 "S.B" rows, 14 "S.B" rows, 15 "S.B" rows), where the height of the "S.B" row is 20 cm.

Where each one of (three standard dimensions), is used according to the construction area, the size and magnitude of the construction project, and the architect planning, Where in Europe prefers a height of 260 cm, and in the Middle East 280 cm, or 300 cm.

[01 1 1] According to the fifth appearance, of the present invention, it has totally depended, on its own method, very simple, disciplined, and specialized for implementation all building projects, to achieves a strong interlocking bonds between each part with other parts of construction, and also to carry out all requirements of the (solid integrated building system), In the best specifications and highest quality.

[01 12] This own method of present invention, is a special method, for implementing the full construction, of the full Integrated walls, and ceilings in any construction project (small or large), So should be start by built the full walls and then built the roof, where the entire walls are built in two steps.

[01 13] The first step is to create and arrange only a basic row on each floor of the building, where this row consists only, from the stereotype block "B.S.B", that should be used only, to built the basic row, so it can be called this basic row, the "B.S.B" basic row, that its located always underground, and under the first row, noting that, the creating, arranging and then injecting, of the "B.S.B", basic row, that must be disciplined and precise, adjusting the vertical axes, and the horizontal surfaces of each "B.S.B" , until the arrangement ends in the "B.S.B", basic row, of each floor, and then, the bonding mixture (cement, sand, small parts of the stone, additives, water) will be injected in all (square Injection Slots) which is referenced 22.

[01 14] And after end the creation, arrangement, and injecting the bonding mixture in the "B.S.B" basic row, the first row of the diverse "S.B", in any floor, will be created, arranged, and injected above all the "B.S.B" basic row, according to the architectural plan, until the creation, arrangement, ends in this first row, then the bonding mixture (cement, sand, small parts of the stone, additives, water), will be injected, by the injection channels, which exist in all the diverse "S.B" of the first row.

[01 15] The second step is done according to the height of the floor to be constructed (260 cm, 280 cm, 300 cm), as mentioned earlier, by creating, arranging and then injecting gradually, a 13, 14, or 15 rows of diverse "S.B", so that after finishing, of creating, arranging, then injection the first row, that always located above the basic row, this first row has contained all the requirements of the entire wall, required in the first row , according to architectural plan, for example, it should be seen in this first row, the following diverse "S.B": "S.B.A.1 ", "S.B.B.1 ", "S.B.C.1 ", "S.B.D.1", window, door slots, etc, and so any requirement in the entire wall, required to be in the first row, according to the architectural plan, and must be seen its inevitably In the first row, after the completion of their creation, arrange, and then injection, and so the same steps are done in the creation, arrangement, then the injection of the second row, to see inevitably all the requirements of the entire wall, required to be in the second row according to the architectural plan, after the completion of their creation and the arrangement, then injection, and so the same steps are done in the creation, arrangement, then the injection of the third row, and then the fourth until the last row of any floor , to see inevitably all the requirements of the entire wall, which is required in all rows of the entire wall.

[01 16] To create the first row of "S.B", above the "B.S.B" basic row, of any floor, by arranging the diverse "S.B", in a precise and disciplined manner, according to the architectural plan, and then injected the bonding mixture (cement, sand, small parts of the stone, additives, water), to bind gradually, any diverse ("S.B") of first row, with the "B.S.B" basic row, beneath it, and so on, for all the rows remains of any floor.

[01 17] But the most Important of all, is the (Synchronization and Timing), by alternately between the gradual arrangement and the creation of the diverse "S.B" as a rows, and the injection of any row with the other row beneath it, [01 18] As a result of the importance of the first row in construction, all the vertical axes, of the diverse "S.B", of the first row, must be disciplined, before injected, and this is done easily, where the harsh lower surface of the diverse "S.B" of the first row, is touched by the harsh upper surface of the "B.S.B" basic row, and because of this connection between two harsh surfaces, the axes of the diverse "S.B" in the first row, will never change, neither before nor after injection.

[01 19] The injection of the binding mixture in all diverse "S.B" of the first row, in any floor that is done, through one or two nozzles of the injection channels, which extending from the upper surface, to the lower surface of each one of diverse "S.B", of the first row, where they are opening and ending in the( hidden connection chamber), that is located in the lower surface of each one of diverse "S.B" of the first row, then , by the injection machine, it will be injected the cement binding mixture in all diverse "S.B" of the first row, in any floor, until each (hidden connection chamber, and the cavities in them) are filled, with the cement binding mixture, to bind all diverse "S.B" of the first row, in the floor, with the upper surface of the "B.S.B" basic row, of any floor.

[0120] Where the lower surface of any "S.B" consists of a hidden connection chamber include multiple cavities , surrounded by (four prominent edges 2 cm), and their thick 3 cm, those four harsh edges on the lower surface of any "S.B", are directly touching the harsh upper surface of the "B.S.B" basic row, or any upper surface of any "S.B", beneath its, and the ground of hidden connection chamber it is far 2 cm from, the upper surface of the "B.S.B" basic row, or any upper surface of any "S.B" beneath its, as a result of the prominent of the four edges surrounding it.

[0121] And so forth, where the entire creation, arrangement, and injection, for the second, third, and fourth rows, up to the penultimate row, and this is done by repeat the same steps as previously followed in the first row, Thus, the important role of (solid plastic guide rods), S.P.G.R, in positioning and arranging all diverse "S.B" rows, and adjusting the horizontal and vertical axes must be clarified as follows: , [0122] The Solid Plastic Guide Rods, which referenced S.P.G.R, in diameter of 3.5 cm and in length of 35 cm, which are easily entered and exited, and staying temporarily in the( Injection and guide channels), which located in each diverse "S.B", in any row, where those two S.P.G.R, enter for example, in the two ( Injection or guide channels), of first row, and continue to enter until the end of the two (injection or guide channels) length of 20 cm, and by pass them to enter in the corresponding (Injection or guide channels), and similar exactly, which located in the beneath it in the "B.S.B" basic row, the function of those S.P.G.R, is to adjust the position of the top diverse "S.B" in the first row, with the "B.S.B" beneath it, in the "B.S.B" basic row, accurately and constant, as well as the case to adjust, the vertical and horizontal axes of those upper and lower "S.B", and the stay of these two Solid Plastic Guide Rods S.P.G.R, is temporary before the injection, that connects the two "S.B" with the binding mixture, and this temporary entry remain, until all the diverse "S.B" of that first row are completely positioned and become accurately and constant, then all the S.P.G.R, will be exited, and the injection begins with the binding mixture in all the diverse "S.B" of the first row, to connect them, with all the "B.S.B", that corresponding and similar to the first row, so that will be repeated the same step with the remaining rows, the second row, with the first row, the third row, with the second row, and so forth.

[0123] After the completing construction of all diverse "S.B" rows, except the last row of the entire walls of any floor of building, the appropriate iron structures for the reinforced concrete columns, in their various forms (rectangular, square, or angular, etc.), will be placed vertically inside of their Templates, assigned to them in those built walls, as is evident and mentioned previously.

[0124] Then, will be poured, the concrete mixture (cement, sand, gravel, additives, water), inside all those Templates, of these columns mentioned above, even fullness.

[0125] According to the height of floor that will be built (300 cm, 280 cm, or 260 cm), the (Fifteenth, fourteen, or thirteen ) row, or the last diverse "S.B" row, is the reinforced concrete bridges, which is placed above all the row, of any built walls, in any floor (either the ground floor, first floor, or second floor, etc), which contain, the appropriate iron structures for the reinforced concrete bridges, that will be placed inside their gaps, assigned to them in the last diverse "S.B" row, or the (Fifteenth, fourteen, or thirteen )) row, and interlock all those iron structures for the reinforced concrete bridges, with all iron structures for the reinforced concrete columns.

[0126] Then, will be poured the concrete mixture of (cement, sand, gravel, additives, water), in the gap along the (Fifteenth, fourteen, or thirteen) row, or the last diverse ("S.B") row, in any floor, even fullness, and so, after the completion of all rows, all the walls on any floor are become complete, and ready, to build the roof above them, and to carry out, in the fullest specifications.

[0127] It is not forgotten that after injecting each of diverse ("S.B"), in any row, which is located underneath it, it must be followed immediately by the introduction of (iron rods) inside of the (injection and guide channels) as follows:

[0128] The iron rods, are used as a cumulative partial reinforcement of a building walls, their diameter is 14 mm and a length of 20 cm, that equivalent to the height of any diverse ("S.B"), (20 cm), so after the injection the diverse ("S.B") in any row, with a bonding mixture to connect their, with the other diverse ("S.B") which are located underneath them, it must be enter those (iron rods), Immediately inside the (injection and guide channels), so that half the iron rod enters (10) cm, It settles in the upper half of the (injection and guide channels) in the lower diverse ("S.B") , and for half the remainder of the iron rod is 10 cm, enters and settles in the lower half of the (injection and guide channels) in the upper diverse ("S.B").

[0129] And after the introduction of this iron rod in the (injection and guide channel), knowing that entered in each diverse ("S.B"), which is used in the construction of all built walls, so all those built walls include inside them, a lot of iron rods, which are considered as a cumulative partial reinforcement of a built walls, and those iron rods are positioned and pushed inside the (injection and guide channels) by a (standard guide rod), which is referenced S.G.R, in each (injection and guide channel), enters one iron rod, and each diverse ("S.B"), has two (injection or guide channels), so, that mean there are two iron rod

[0130] According to the height of floor that will be built (300 cm, 280 cm, or 260 cm), the (Fifteenth, fourteen, or thirteen ) row, or the last diverse ("S.B") row, is the reinforced concrete bridges, which is placed above all the row, of any built walls, in any floor (either the ground floor, first floor, or second floor, etc), which contain, the appropriate iron structures for the reinforced concrete bridges, that will be placed inside their gaps, assigned to them in the last diverse ("S.B") row, and interlock all those iron structures for the reinforced concrete bridges, with all iron structures for the reinforced concrete columns.

[0131] Then, will be poured the concrete mixture of (cement, sand, gravel, additives, water), in the gap along the the last diverse ("S.B") row, in any floor, even fullness, and so, after the completion of all rows, of built walls on any floor, are become complete, and ready, to build the roof above them, and to carry out, in the best specifications.

[0132] The injection is done by a specialized injection machine, which is powered by electricity, diesel, or compressed air, and has two, or four metal injection channels, which enter very easily in any nozzle of (injection or guide channels), located in any one of the diverse ("S.B") used in the construction of walls.

[0133] So this injection machine, is designed, but no detail, of this machine because it will not be included in the field of the present invention.

[0134] But except in the event that your esteemed committee, which is responsible for the study and authorization of this present invention, requested the details of this injection machine, and its inclusion in the present invention, as a third field in this present invention, and not as only two fields as referred to earlier in the paragraph (Fields of Invention). [0135] Come back to this special method of building, which is organized, accurate, tidy, in terms of time and execution, where the construction begins only in the diverse ("S.B") of first or lower row, according to the architectural plan, and it should be noted that, it's impossible to build even a single ("S.B"), in the second row, until the build of diverse ("S.B") in the first row is completed.

[0136] According to the sixth appearance, of the present invention, where this special method including all the necessary means and accessories related to it, such as an (Interwoven metal tubes which are extended horizontally), a (vertical metal supports to bearing the horizontal Interwoven metal tubes), a (different forms of iron structures), a (reinforced plywood), and a (basic installation piece (B.I.P).

[0137] The horizontally overlapping metal tubes: are two hollow metal tubes with square sections, one of them is external and the other is internal, which are extended horizontally, where one of them enters the other, the side length of outer square is between ( 7.5 -9.5 cm), and the side length of inner square is between ( 7 to 9 cm), Where each one of (these dimensions), is used according to the size and magnitude of the construction project, the architect planning.

[0138] There is the means (accessories), such as, the (Pulling and entering handle), which is referenced (25), and installed on the bottom face of the inner tube, the (installation screw), which is referenced (26) and installed on the bottom face of the outer tube, the several (horizontal level control square rings) which are referenced (27), and moved easily along the inner tube, and the side length of each one of those square ring, is between 7.5 -9.5 cm, and other small (accessories), that Play an important role, in positioning and installation those Interwoven metal tubes, such as

[0139] There are several standard dimensions of Interwoven metal tubes, but it will be mentioned a three standard, and the rest as needed, or according to the architectural planning as follows: [0140] In the first standard measurement of overlapping metal tubes, which the length of the outer tube is 100 cm, and the length of the inner tube is 1 10 cm, these 2 tubes can be used to carry ceilings whose width is between 1 10 to 200cm, which is referenced (L 1 ).

[0141] In the second standard measurement, the length of the outer tube is 200 cm, the length of the inner tube is 210 cm, these 2 tubes can be used to carry ceilings whose width is between 210 to 400 cm, which is referenced (L 2).

[0142] In the third standard measurement, the length of the outer tube is 390 cm, the length of the inner tube is 390 cm, these 2 tubes can be used to carry ceilings whose width is between 400 to 760 cm, which is referenced (L 3).

[0143] These standard Interwoven metal tubes are carried the rigid plywood panels, which in turn bear all the diverse "S.B." of ceiling rows, such as (the "S.B.1.1", the "S.B.J.1 ", the "S.B.K.1"), and its proper iron structures of roof.

[0144] The interwoven metal tubes are Extended horizontally, in a parallel ceiling rows, where the distance between each row of them with the other is (50 cm), then the plywood is placed on them, to cover the surfaces of all places on the floor, and will be bearing, on a vertical metal supports.

[0145] Every set of interwoven metal tubes, have two end, each end will be installed on a special metal base, which is referenced (28), where this metal base is installed on the side of the last row ("S.B.H.1 ") of an wall, and the other end will be installed on other special metal base, which is installed on the side of the last row ("S.B.H.1 "), of the opposite wall,

[0146] According to the seventh appearance, of the present invention, there are different forms of iron structures, formed by using the electro welding, to bind their components to each other, which includes the iron structures of the reinforced concrete (columns, bridges at the ends of the upper walls, and the various bridges, extended inside the male, female, and Terminal stereotype of roofs), these iron structures, by their design, have a six basic forms as follow: [0147] An iron structure for reinforced concrete columns, shaped like a Square or rectangle, which is referenced M1.

[0148] An iron structure for reinforced concrete columns, shaped like a right or left angle, which is referenced M2.

[0149] An iron structure used for reinforced concrete bridges, at the upper end of the walls, or for reinforced concrete bridges, which is extended through the terminal Stereotype of the roof, shaped like a triangular, which is referenced M3.

[0150] An iron structure for reinforced concrete frames, which is placed in the upper of horizontal frames, which used in the windows and doors, shaped like a circular, which is referenced M4.

[0151 ] An iron structure, for reinforced concrete bridges, which is extended through the male and female stereotype ("S.B") of the roof, shaped a trapezoidal, which is referenced M5.

[0152] An iron structure, for strengthen reinforced concrete bridges, and extended through the male and female Stereotype ("S.B") of the roof shaped a trapezoidal, and above its a smaller inverted trapezoidal, which is referenced M6.

[0153] Basic installation piece: It is denoted by (B.I.P), a solid plastic piece, in an incomplete circular form, cut from the front with a 25 mm arc cord, its thickness 40 mm, and in the middle of this tendon there is a small hole is the place of the installation screw, and the diameter of this incomplete circular piece , ranging from 35 to 50 mm, which is determined by The architectural plan, which is always equivalent to the diameter of the electrical extension channels partially open in that project, there are a many numbers of those pieces located inside of these electrical extension channels partially open, perpendicular to the vertical axis of the channel, and it plays a role very important, where it can be installed anything on the wall, such as (gypsum board, all cover works for walls and decoration (without the use of any drilling or drill to drill the wall or, perforation, and at the practical level is of paramount importance in saving costs, time, and wages of workers

[0154] Then the roofs "S.B" , they will be positioned on the mat of (interwoven metal tubes and plywood), as a parallel and contiguous rows, start (for example) in a "S.B.1.1 " row, then in a "S.B.J.1 " row, then in a "S.B.1.1" row, and so forth, and finally in a "S.B.K.1 " row.

[0155] After that, it will be placed each one of the iron structures, inside the diverse "S.B" rows of roof, which are ("S.B.1.1 ", "S.B.J.1 ", "S.B.K.1 "), to appropriate to them, in order to pour a mixture of concrete (cement, sand, , gravel, additives, water) on them, even fullness, and in addition, to form a layer of concrete mixture (cement, sand, gravel, additives, water), in a thickness of( 5-10 cm), which pour over them, and will be covered all the ceilings surface in the floor, determined by architect plan.

[0156] Where this floor or any floor, of the building is completely finished, and so on, as all other floors remaining in the building will be built, by following the same steps that has been ended the construction of floor Previously mentioned above, and so on, until the last floor of building is completely finished.

[0157] According to the eighth appearance of the present invention, and by reference to everything mentioned in the preceding two paragraphs (object of the invention, summary of the invention ) will be more understanding and clarity with the participation of all drawings accompanying the present invention, and showing their details.

[0158] For the vertical metal supports, they are known and available in the market and there are no need to describe them.

[0159] In regards to the subject of metal supports, must be not forget to mention that these Interwoven metal tubes, and the (rigid plywood panels), they will be used repeatedly, for a long time, in several projects, without needing to change them, because they are not consuming or even touching with the concrete which poured on the roof components, also, did not used any nail, any screw, or anything to install the (rigid plywood panels), on the overlapping tubes, but only the weight of the stereotype blocks of the ceilings, which located above the (rigid plywood panels), is the one that proves it. So this will be saved a lot of cost, labor wages, and time.

[0160] This is contrary to what is constantly happening in the traditional uniform brick system, where the wood cover changes three or four times maximum after using it in roofs, In addition to the wages of workers, the loss of a lot of time.

[0161] According to the ninth appearance of the present invention, in its second field, is to produce miniature plastic forms, which are exactly identical, to all the different forms of "stereotype blocks", In order to use them to configure small models for any buildings to be implemented, In accordance with the (Solid Integrated Building System), Which are necessary, in all offices related of construction of buildings, to give a preliminary conception, of these projects, and will be able to create a specialized technical staff, of this special implementation method.

BRIEF DESCRIPTION OF THE DRAWINGS

[0162] FIG.1 illustrates a top and bottom perspective view of a stereotype blocks "S.B" in rectangular shape, which is referenced "B.S.B.1 ", and also illustrates a perspective view for their elements.

[0163] FIG.2 illustrates all derived forms from this "B.S.B.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "B.S.B.1 ", which are referenced "B.S.B.2".

[0164] FIG.3 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.A.1 ", and also illustrates a perspective view for their elements. [0165] FIG.4 illustrates all derived forms from this " S.B.A.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the " S.B.A.1 ", which are referenced " S.B.A.2".

[0166] FIG.5 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.B.1 ", and also illustrates a perspective view for their elements.

[0167] FIG.6 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.C.1 -L", and also illustrates a perspective view for their elements.

[0168] FIG.7 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.C.1 -R", and also illustrates a perspective view for their elements.

[0169] FIG.8 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.D.1 ", and also illustrates a perspective view for their elements.

[0170] FIG.9 illustrates a top and perspective view of a stereotype blocks "S.B", which is referenced "S.B.E.1 ", and also illustrates a perspective view for their elements.

[0171] FIG.10 illustrates all derived forms from this " S.B.E.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the " S.B.E.1 ", which are referenced " S.B.E.2".

[0172] FIG.1 1 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.F.1 ", and also illustrates a perspective view for their elements.

[0173] FIG.12 illustrates all derived forms from this " S.B.F.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the " S.B.F.1", which are referenced " S.B.F.2". [0174] FIG.13 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.G.1 ", and also illustrates a perspective view for their elements.

[0175] FIG.14 illustrates all derived forms from this " S.B.G.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the " S.B.G.1 ", which are referenced " S.B.G.2".

[0176] FIG.15 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.H.1 ", and also illustrates a perspective view for their elements.

[0177] FIG.16 illustrates all derived forms from this " S.B.H.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the " S.B.H.1 ", which are referenced " S.B.H.2".

[0178] FIG. 17 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.1.1 ", and also illustrates a perspective view for their elements.

[0179] FIG.18 illustrates a top and bottom perspective view of a stereotype blocks "S.B" , which is referenced "S.B.J.1 ", and also illustrates a perspective view for their elements.

[0180] FIG.19 illustrates a top and bottom perspective view of a stereotype blocks "S.B", which is referenced "S.B.k.1 ", and also illustrates a perspective view for their elements

[0181 ] FIG.20 illustrates a perspective view of an overlapping metal tubes, which are referenced "L1 , L2, L3, ", and also illustrates a perspective view for their elements.

[0182] FIG.21 illustrates a top perspective view of the iron structures, which are referenced " M1 , M2, M3, M4, M5, M6 ", and also illustrates a perspective view for their elements. [0183] FIG.22 illustrates a perspective view of the tools, which are referenced "B.I.P, S.P.R, S.G.R, S.P.G.R ", "M.B".

[0184] FIG.23 illustrates a perspective view for a front and bottom faces, of a wall contain three rows.

[0185] FIG.24 illustrates a perspective view for a top and front faces, of a wall, contain three rows.

[0186] FIG.25 illustrates a perspective view to placing iron rods in vertical sectional wall, contain three rows.

[0187] FIG.26 illustrates a perspective view a top, front faces of vertical sectional wall, contain three rows.

[0188] FIG.27 illustrates a perspective view, of a last high row in a wall contain tree rows.

[0189] FIG.28 illustrates a perspective view, of a diverse stereotype block wall, which contain two rows.

[0190] FIG.29 illustrates a perspective view, of a first row of diver "S.B" wall, which contain two rows.

[0191] FIG.30 illustrates a perspective view, of placing a two end electric motor on two window, "S.B.E.1 ".

[0192] FIG.31 illustrates a perspective view, of all "M.P.S.B", Miniature_Plastic Stereotype Blocks).

DETAILED INVENTION DESCRIPTION

[0193] Where the solid integrated building system depends entirely on the "Stereotype blocks ", and with regard to the illustrative diagrams of the twelve designs of "Stereotype blocks " as well as the multiple forms derived from it, following the removal of one or more elements essential for the construction, as well as of two designs of overlapping metal tubes, and the six forms of iron structures, which are used for construction the roofs.

[0194] Referring to FIGS. 1 ,2 In an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "B.S.B.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and used to built only the basic row, which is located, always under the first row of diverse "S.B" in any floor of building, in form (rectangular), and containing all necessary elements for construction the basic row such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (electrical, heating, sanitary) partially open channels), which is referenced 9, (square injection slots), which are referenced 22. also it has a nine standards dimensions as follows:

(L X W X H where that means, L = Length, W = Width, H = Height).

L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm.

L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm.

L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 70 mm, and other small standards.

Where each one of (three standard), is used according to the size of the construction project, and the architect plan.

[0195] Referring to FIGS.2, In an embodiment of all derived forms from this ".B.S.B.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "B.S.B.1 ", which are referenced "B.S.B.2".

[0196] Referring to FIGS. 3.4 In an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "S.B.A.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, that used only to build the (walls of building), containing all the elements necessary for building walls, such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (electrical, heating, sanitary) partially open channels), which is referenced 9, (top open electrical boxes), which is referenced 10, (semi-circular, or semi oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (standard guide rod), which are referenced (S.G.R), and also has a three standards dimensions, as follows:

L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm.

Where each one of (three standard), is used according to the size of the construction project, and the architect plan.

[0219 Referring to FIGS. 4, in an embodiment of all derived forms from this "S.B.A.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.A.1 ", which are referenced "S.B.A.2".

Now come back to these necessary elements for building walls, and for known them as follows:

[0197] There are two (injection guide channels), which is referenced 7, in the smooth upper face of this "S.B.A.1 ", the right channel of them is located 10 cm from the right face, and 10 cm from the front face, and the left channel is located 10 cm from the left face, and 10 cm from the front face, of any "S.B.A.1 ", these two channels, extend to the ("hidden chamber") of the lower face of this "S.B.A.1 ", these two channels are important and essential, because through them, is being injected the bonding mixture (cement, sand, small parts of the stone, additives, water), for connecting and gluing the upper "S.B.A.1 ", with lower "S.B.A.1 " below, after the ("hidden connecting chamber") is full of this bonding mixture.

[0198] These two channels different in the forms and sizes of their cross sections: circular, square, rectangular, hexagonal, octagonal, oval, all these forms are Determined by the architectural planning, the injections are made through these channels, using an injection tool, operating with diesel, electricity, or with compressed air, One of the benefits of this connection, and link between the stereotype block "S.B", by injection? is that we can control the amount of building material of the bonding mixture that will be injected between the upper, and the lower "S.B", until fills the hidden connecting chamber, and its internal cavities of the underside, through an accurate calibration and dosing, the quantity of bonding mixture, inside the hidden connection chamber, and its internal cavities,

[0199] After injection of bonding mixture in each "S.B.A.1 , to link it with the "S.B.A.1 " below, must be descend directly, an two (iron rods), which are referenced, 8, their diameters are 14 mm, and a length of 20 cm, inside each of the (right and left) injection channels, which already exists in every stereotype block "S.B", therefore each of these tow rods will connect the lower half of the upper "S.B", with the upper half of the lower stereotype block "S.B", where there is a, (standard guide rod), which is referenced (S.G.R), to determine the descent distance (iron rods), so repeats the operation of descent of these small iron rods, inside all the (injection guide channel) .

[0200] And do not forget that the (injection guide channel), 7 , has three important benefits: the first is adjusting the position, of any upper "S.B.A.1 " with the underneath them, and adjusting their horizontal and vertical axes, through the(solid plastic guide rods) which is referenced, S.P.G.R, the second is used for injection the bonding mixture in each stereotype block "S.B", to bonding with the other beneath them, the third is used , after the completion of the injection, to position the small iron rods inside these channels, to create (the cumulative partial reinforcement of iron rods, for walls construction), through the(standard guide rod ), (S.G.R).

[0201] There are two circular channels, vertically elongated, in this "S.B.A.1 ", on its front or back face or in both of them, these channels are not fully closed, but partially pen from top to bottom, to facilitate the entry of flexible plastic protection tubes by clicking on it, these two channels are located symmetrically in the stereotype block "S.B" , one of which is closer to the right of this at a 10 cm, and the other is closer to the left of this "S.B", at the same distance, these channels are used in this "S.B.A.1 ", for the extension of electrical, sanitary or heating installations, and are called (electrical, heating, sanitary) partially open channels), which referenced 9, and the diameter of these two channels varies depending on the extensions type and on the approved construction plan, with the existence of these multiple channels in the walls, we will save the diggings for electrical, sanitary and heating extensions, this operations whose costs are not negligible, as we have already stressed previously.

[0202] There is a place with its standard dimensions, in this "S.B.A.1 " on its front or back face or in both faces, which contain the power boxes are embedded in the walls, these places are used for power switches and electrical outlets, they are called (top open electrical boxes), which is referenced 10, and so with the presence of these elements, will be cancelled the need for digging operations and the walls deformation, for the purpose of these boxes installation.

[0203] We would like to remind that on the lateral sides of this "S.B.A.1 ", in the middle of each side, from top to bottom, passes an open semi-circular or semi oval channel, when the lateral side of a "S.B.A.1 ", touches the lateral side of another adjacent stereotype block "S.B.A.1 " , the two semi circular channels thus form an entire (fully circular or fully oval) injection channel, which is injected with the bonding mixture, to connect the two blocks on both sides, these called (semi-circular, or semi-oval, lateral channels), which are referenced 1 1 .

[0204] there is a (hidden connecting chamber), in the lower face of this "S.B.A.1 " joining the two injection channels, which also has several cavities of different shapes and sizes, which are also filled with the hidden chamber, by the bonding mixture, due to the applied pressure they undergo during the injection process, the usefulness of this hidden chamber is that it is used to reinforce the cement bond between a stereotype block "S.B", and the one below, and called "hidden connection chamber ", which referenced, 12.

The shapes of the (hidden connection chamber) are different: circular, square, rectangular, hexagonal, and requirements of the design and construction plan. [0205] Thus, all the walls which are obtained, that they have a soft surfaces, without defects , and this is due to the good support from the upper "S.B.A.1 ", by its solid edges surrounding in the hidden connection chamber, in the lower face, that positioned also on the solid upper face, of the lower brick (located below), this before the injection of the bonding mixture, in the hidden connection chamber, which connects this two "S.B.A.1 ", and in all cases, the connecting of two surfaces between the two stereotype block "S.B", that is done by two solid faces, So that their vertical and horizontal axes do not change after their positioned, in addition to being an integral part of the mechanism of prevention of cement waste, and the fall of the latter on the ground, and the most important is the definite elimination, of the axes defects, whether vertical or horizontal in the walls construction.

[0206] Finally, there are a three Important, and necessary elements, which are referenced (7, 8, 12), can never be deleted or removed from (any diverse Stereotype block "S.B", and also from any form derived from them), that contains these three important and necessary elements, mentioned above, where these three elements are the essential characteristics of the present invention.

[0207] Referring to FIGS.5 In an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "S.B.B.1 ", and composed of two parts connected, the first part called "template", and the second part called "Link" (playing the role of a link), this "S.B.B.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, that used only for the construction of reinforced concrete columns ,in simple format (rectangle or square) that contains all the necessary elements for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building, such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (semi-circular, or semi-oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (template), which is referenced 14, (Protuberances), which is referenced15).(link) which is referenced 16, (solid plastic guide rods), which are referenced (S.P.G.R), and also has a three standards dimensions, as follows:

L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm.

Where each one of (three standard), is used according to the size and magnitude of the construction project, and the architect plan, and Note that any of these elements necessary for construction, which had been explained and clarified by any previous item or paragraph, would not be re-explained again, if it were repeated in subsequent clauses or paragraphs as follows:

[0208] The template is the first part of stereotype block "S.B.B.1 ", and which is referenced 14, is a hollow section as a small basin rectangular or square shape, based on the requirements, and open from top to bottom, has been designed for the construction of the reinforced concrete column, which fulfilling the mold function for the reinforced concrete column to build, (instead of the wooden box, which used in the (traditional uniform construction systems), and inside this template, is placed the appropriate iron structure for the column to build, then is poured the concrete mixture ((cement, sand, gravel, additives, water),

[0209] There are a several vertical protuberances On the inner walls of this Template which are referenced 15 that extend from the top to the bottom of this template, the numbers and shapes of these protuberances are varying: square, half-circular, arched, or rectangular, and they generally go from six, eight to ten protuberances, and have an important function to facilitate the sliding of the iron structure appropriate to the column, inside the Template, where they are considered on the one hand as a guide, thus adjusting the sliding of the iron structure inside the template, on the other hand these protuberances reduce the friction points between the inner walls of the template and the iron structure, which finally touches only the contact points with the protuberances and thus slides quickly without obstacles.

[0210] The link is the second part of "S.B.B.1 ", and which is referenced 16, it is a half of stereotype block "S.B.A.1 " , that contains the hidden connection chamber in the lower face of link, and a Single injection channel which extending from the center of the upper face of link, to the lower face of this link, where it opens up on "the hidden connection chamber", this link is played as fulfilling the link function, with the walls adjacent to the reinforced concrete columns, and to link it with the stereotype block "S.B" below, by the single injection channel, Note: when the "Link" located on the right side of the Template, at the Lower row, must be the "Link" which located on the left side of the Template, at the top row, and so on.

[021 1] With the completion of the construction of this intertwined wall with (the construction of simple reinforced concrete columns), as is Claire, the first part "Template" of this stereotype block "S.B.B.1 " , became a reinforced concrete columns, and the second part "Link" of this stereotype block "S.B.B.1 ", became an integral part of the wall.

Finally, we will thus have made costs savings of wooden boxes of reinforced columns, including the cost of the materials and the labors, having also avoided all the defects, related to the fall of the concrete blocks, during the removal of the wooden boxes.

[0212] Referring to FIGS .6 - 7 in an embodiment, and an alternative embodiment, for top and bottom of a right (R), or/and left (L) of stereotype block "S.B", in angular form or corner form, which is referenced "S.B.C.1 -R", or and "S.B.C.1 -L", composed of two parts connected, the first part called "template", and the second part called "Link" (playing the role of a link), these "S.B.C.1 -R", or and "S.B.C.1 -L", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, that used only for the construction of reinforced concrete columns ,in angle shape or corner shape, either Right Angle or Left Angle, and that contains all the necessary elements for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building, such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (semi-circular, or semi-oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (template), which is referenced 14, (protuberances), which is referenced 15, (link)which is referenced 16, and also has a three standards dimensions as follows:

L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) + L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm.

Where each one of (three standard), is used according to the size and magnitude of the construction project, and the architect plan.

[0213] Referring to FIGS . 8 In an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", T shape, which is referenced "S.B.D.1 ", composed of three parts connected, that intended to be created only in the areas of intersection walls in any building, so the first part called "template", and the second part called "Linkl " (playing the role of a link), the third part called "Link2", this "S.B.D.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, that used only for the construction of reinforced concrete columns ,in rectangular shape, and that contains all the necessary elements for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building, such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (semi-circular, or semi-oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (template), which is referenced 14, (protuberances), which is referenced 15, (2 link), which is referenced 16, and also has a three standards dimensions as follows:

L 600 mm X (W 200 mm, or W 250 mm, or W 300 mm) + L 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm.

Where each one of (three standard), is used according to the size and magnitude of the construction project, and the architect plan.

Note that any of these elements necessary for construction, which had been explained and clarified by any previous item or paragraph, would not be re explained again. [0214] Referring to FIGS . 9 In an embodiment and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "S.B.E.1 ", and composed of two parts connected, the first part called "template", which is as a (small basin square shape), the second part called "Link" (playing the role of a link), this "S.B.E.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and used to build reinforced concrete frames surrounding the windows and the doors, on both sides (right and left), which contains all the elements necessary to build reinforced concrete frames, and connecting the adjacent walls, such as injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (semi-circular, or semi-oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (template), which is referenced 14, (protuberances), which is referenced 15. (link) which is referenced 16, (prominences) of 3-5 cm, which are referenced 17, (prominent protuberances), which are referenced 18, (electric motor channel), which is referenced 19.

[0215] There is a forward and backward overtaking, as a prominence in the lateral face of the Template of this stereotype block "S.B.E.1 ", at a distance of 3 to 5 cm, determined by the construction plan, which is used to cover the thickness, of the polystyrene protective layer installed on the inner of the wall, or to cover the thickness, of the stone installed on the outside of the wall, this (prominence) is referenced, 17.

[0216] There are one or two (prominent protuberances), which referenced, 18, located in the front and rear of lateral face of Template, and extend vertically from the top to the bottom, and the cross sections of them, are rectangular, of a width of 4-7 cm or more, and a thicknesses of 1.5 cm.

The rear or front prominent protuberances is a distance 7 cm from the rear or front edge of the lateral face of the stereotype block "S.B.E.1 ", all these being obviously defined by the construction plan. These one or two are a key elements, and are used as an essential guide in order to adjust, the lateral installation axis for windows, door, and curtains, and thus facilitate, their installation, , and also has a three standards dimensions, as follows: L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each of three standard), is used according to the size of the construction project, and the architect plan.

[0217] There is an (electric motor channel), which referenced, 19, vertical open top channel, with a square section, located in the middle of the lateral face of template, in the last top stereotype block "S.B.E.1 ", of window, and extend from the top of this "S.B.E.1 ", to approximately its middle, where is hosted on each side, the ends of the axis of the electric motor, the function of this channel is to adjust the horizontality of the electric motor, in order to avoid tilting forward or backward, so as not to impede the opening or closing of the curtains, over time.

[0218] Referring to FIGS . 10 In an embodiment of all derived forms from this "S.B.E.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.E.1 ", which are referenced "S.B.E.2".

[0219] Referring to FIGS . 1 1 in an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "S.B.F.1 " that used only to build a (bottom sill, for windows and doors), this "S.B.F.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and containing, all the elements necessary for building the bottom sill, such as (injection guide channels), which is referenced 7, (iron rods), which is referenced 8, (semi-circular, or semi-oval, lateral channels), which is referenced 1 1 , (hidden connection chamber), which is referenced 12, (cavities), which is referenced 13, (prominences) of 3-5 cm, which are referenced 17. (prominent protuberances), which are referenced 18, and also has a three standards dimensions, as follows: L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X FI 200 mm, where each one of (three standard), is used according to the size of the construction project, and the architect plan. [0220] Referring to FIGS . 12 in an embodiment of all derived forms from this "S.B.F.1", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.F.1 ", which are referenced "S.B.F.2".

[0221] Referring to FIGS .13 in an embodiment, and an alternative embodiment, for a top and bottom of stereotype block "S.B", which is referenced "S.B.G.1 " in a form as a basin, open at the top, and at the both sides, this "S.B.G.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and there are two lateral cavities 13, that extend horizontally, along the basin rectangular form, located in the middle of each inner wall in the front face of this stereotype block "S.B.G.1 , and in its rear face, and that used only to build, a (top sill, for windows and doors), containing all the elements necessary for building the top sill, such as (prominences of 3-5 cm), which referenced, 17, (gap), which referenced, 20, and also has a three standards dimensions, as follows: L 400 mm X (W 200 mm, or W 250 mm, or W 300 mm) X FI 200 mm, where each one of (three standard dimensions), is used according to the size of the construction project, and the architect plan, and Inside this gap, will be housed the appropriate iron structure, then will be poured the concrete mixture cement (cement, sand, gravel, additives, and water). On this gap even fullness.

[0222] Referring to FIGS . 14 in an embodiment of all derived forms from this "S.B.G.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.G.1 ", which are referenced "S.B.G.2".

[0223] Referring to FIGS . 15 In an embodiment, and an alternative embodiment, a top and bottom of stereotype block "S.B", which is referenced "S.B.H.1 ", including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and used only to build a (reinforced concrete bridges), which is placed above all the row, of any built walls, it consists of a (GAP), which referenced, 20, it's form as a rectangular basin, open from the top, and completely from the two sides, it has also two square slots, at the bottom, are called a (square injection slots), and referenced, 22, which are in direct contact with the upper face of the stereotype block "S.B." below. [0224] which being filled with the concrete mixture, and then to put all the appropriate iron structures for these bridges , inside the upper horizontal basin of this stereotype block to pour over the concrete mixture, which extends to all the walls of the building, to form a safety belt with the reinforced concrete bridges, wrapping all the walls of the building, and connecting them to each other, and interlock all those iron structures for the reinforced concrete bridges, with all iron structures for the reinforced concrete columns, and this "S.B.H.1 ", is contain all the necessary elements for building, such as gap 20, (square injection slots), 22, (electrical, heating, sanitary, partially open channels), 9, (connection square channel), 23, and also has a six standards dimensions, as follows:

[0225] and also has a six standards dimensions, as follows: L 400 mm or 200 mm X (W 200 mm, or W 250 mm, or W 300 mm) X H 200 mm, where each one of (three standard dimensions), is used according

[0226] Referring to FIGS . 16 in an embodiment of all derived forms from this "S.B.H.1 ", as a result of deleting one or more of its elements, or to be in a half, or a quarter to the "S.B.H.1 ", which are referenced "S.B.H.2".

[0227] Referring to FIGS .17 .18 .19 In an embodiment, of a three stereotype block "S.B.", in a form: female, male, and terminal, are used only in the construction of reinforced concrete roofs, which are referenced, "S.B.1.1 ", as a female shape, "S.B.J.1 ", as a male shape, "S.B.K.1 ", as a terminal shape, "S.B.I.J.K.", as a row including all those three stereotype block "S.B.", with their iron structures, including upper face 1 , bottom face 2, front face 3, back face 4, right face 5, and left face 6, and containing a four necessary elements, for construction of reinforced concrete roofs, such as (electrical, heating, sanitary), partially open channels), which is referenced, 9, (gap), which is referenced 20, (hollow tunnels), which is referenced 21 , (curved base), which is referenced (24), and also has a one standard of (three dimensions), as follows:

L 600 mm X W 200 mm X H 200 mm. [0228] The (Hollow Tunnels), which are referenced 21 , they are located in the right side, and the other in the left side, of the three stereotype block "S.B.", and contain one or two or three hollow tunnels, their number is determined by the approved construction plan, these tunnels are wide, and open at the front and the back, of these three stereotype block, which are as follows: "S.B.1.1 ", "S.B.J.1 ", "S.B.k.1 ".

[0229] The (GAP), is located , which is referenced 20, between the right hollow tunnels and the left hollow channels, in trapezoidal shape, which is open at the top, front, and the back, of the three stereotype block "SB ", mentioned above, and the upper face of the gap base is curved , to minimize the points of friction between the curved base, and the iron structure, and to facilitate the positioning of the iron structure in this vacuum, this (gap) is an appropriate place for positioning the iron structures needed for the reinforced concrete bridges for the roof, and spread across the rows of these stereotype blocks "SB ", which covers the entire roof, over which a thick layer of reinforced concrete will be poured, after the spread of an iron mat, over the entire roof surface, connecting all its iron components.

[0230] The (curved base), which referenced 24 , where the upper surface of this base is curved, Plays an important role in reducing the points of friction, between the upper surface of the curved base, and the iron structure, and to facilitate the positioning of the iron structure in this vacuum.

[0231] Where the special method, in the present invention, is including all the necessary means and accessories related to it, such as a three (Interwoven metal tubes which are extended horizontally), and a six (forms of iron structures), a (reinforced plywood), and a (B.I.P - S.P.R - S.G.R - S.P.G.R).

[0232] Referring to FIGS . 20 in an embodiment, of a horizontally overlapping metal tubes, where there are two hollow metal tubes with square sections, one of them is external, and the other is internal, which are extended horizontally, where one of them enters the other, and there are a several standard dimensions of Interwoven metal tubes, but it will be mentioned a three standard as examples which are referenced L 1 , L2, L 3, where the side length of outer square is between ( 7.5 -9.5 cm), and the side length of inner square is between ( 7 to 9 cm), Where each one of (these dimensions), is used according to the size of the construction project, the architect plan as follows:

[0233] In the first standard measurement, of overlapping metal tubes, where the length of the outer tube is 390 cm, the length of the inner tube is 390 cm, these 2 tubes can be used to carry ceilings whose width is between 400 to 760 cm, which is referenced (L 1 ).

[0234] In the second standard measurement, of overlapping metal tubes, where the length of the outer tube is 200 cm, the length of the inner tube is 210 cm, these 2 tubes can be used to carry ceilings whose width is between 210 to 400 cm, which is referenced (L 2).

[0235] In the third standard measurement, of overlapping metal tubes, where the length of the outer tube is 100 cm, the length of the inner tube is 1 10 cm, these 2 tubes can be used to carry ceilings whose width is between 1 10 to 200 cm, which is referenced (L 3).

[0236] There are the (accessories) of these overlapping metal tubes , such as, the (Pulling and entering handle), which is referenced (25), and installed on the bottom face of the inner tube, the ( installation screw), which is referenced (26) and installed on the bottom face of the outer tube, the several (horizontal level control square rings) which are referenced (27), and moved easily along the inner tube, and the side length of each one of those square ring, is between 7.5 -9.5 cm.

[0237] These standard Interwoven metal tubes are carried the rigid plywood panels, which in turn bear all the diverse "S.B." of ceiling rows, such as (the "S.B.1.1", the "S.B.J.1 ", the "S.B.K.1"), and its proper iron structures of roof.

[0238] The interwoven metal tubes are Extended horizontally, in a parallel roof rows, where the distance, between each interwoven metal tubes, with the other is (50 cm), then the plywood is placed on them, to cover the surfaces of all places on the floor, and will be bearing, on a vertical metal supports.

[0239] Referring to FIGS. 21 In an embodiment, of a different forms of iron structures, formed by using the electro welding, to bind their components to each other, which includes the iron structures of the reinforced concrete (columns, bridges at the ends of the upper walls, and the various bridges, extended inside the male, female, and terminal stereotype of roofs), these iron structures, by their design, have a six basic forms as follow:

[0240] An iron structure for reinforced concrete columns, shaped like a Square or rectangle, which is referenced M1 .

[0241] An iron structure for reinforced concrete columns, shaped like a right or left angle, which is referenced M2.

[0242] An iron structure used for reinforced concrete bridges, at the upper end of the walls, or for reinforced concrete bridges, which is extended through the terminal Stereotype of the roof, shaped like a triangular, which is referenced M3.

[0243] An iron structure for reinforced concrete frames, which is placed in the upper of horizontal frames, which used in the windows and doors, shaped like a circular, which is referenced M4.

[0244] An iron structure, for reinforced concrete bridges, which is extended through the male and female stereotype ("S.B") of the roof, shaped a trapezoidal, which is referenced M5.

[0245] An iron structure, for strengthen reinforced concrete bridges, and extended through the male and female Stereotype ("S.B") of the roof, shaped a trapezoidal, and above its a smaller inverted trapezoidal, which is referenced M6.

[0246] Then the roofs "S.B" , they will be positioned on the mat of (interwoven metal tubes and plywood), as a parallel and contiguous rows, start (for example) in a "S.B.1.1 " row, then in a "S.B.J.1 " row, then in a "S.B.1.1" row, and so forth, and finally in a "S.B.K.1 " row.

[0247] After that, it will be placed each one of the iron structures, inside the diverse "S.B" rows of roof, which are ("S.B.1.1 ", "S.B.J.1 ", "S.B.K.1 "), to appropriate to them, in order to pour a mixture of concrete (cement, sand, , gravel, additives, water) on them, even fullness, and in addition, to form a layer of concrete mixture (cement, sand, gravel, additives, water), in a thickness of( 5-10 cm), which pour over them, and will be covered all the roofs surface in the floor.

Where this floor or any floor, of the building is completely finished, and so on, as all other floors remaining in the building, will be built, by following the same steps that has been ended the construction of Previously floor mentioned above, and so on, until the last floor of building is completely finished.

[0248] In regards to the subject of metal supports, must be not forget to mention that these Interwoven metal tubes, and the (rigid plywood panels), they will be used repeatedly, for a long time, in several projects, without needing to change them, because they are not consuming or even touching with the concrete which poured on the roof components,

[0249] Also, did not used any nail, any screw, or anything to install the (rigid plywood panels), on the overlapping tubes, but only the weight of the stereotype blocks of the ceilings, which located above the (rigid plywood panels), is the one that proves it. So this will be saved a lot of cost, labor wages, and time.

[0250] Referring to FIGS . 22 in an embodiment, of a several tools, which are used in the special method of the present invention, such as a (B.I.P - S.P.G.R - S.G.R - S.P.R - M.B), as follows:

[0251] Basic installation piece: It is denoted by (B.I.P), a solid plastic piece, in an incomplete circular form, cut from the front with a 25 mm arc cord, its thickness 40 mm, and in the middle of this tendon there is a small hole is the place of the installation screw, and the diameter of this incomplete circular piece , ranging from 30 to 50 mm, which is determined by the architectural plan, which is always less than 2 mm from the diameter of the electrical extension channels partially open in that project, there are a many numbers of those pieces located inside of these electrical extension channels partially open, perpendicular to the vertical axis of the channel, and it plays a role very important, where it can be installed anything on the wall, such as (gypsum board, all cover works for walls and decoration (without using any drilling or perforation of the walls, and at the practical level is of paramount importance in saving costs, time, and wages of workers.

[0252] The Solid Plastic Guide Rods, which referenced S.P.G.R, in diameter of 3.5 cm and in length of 35 cm, which are easily entered and exited, and staying temporarily in the( Injection and guide channels), which located in each diverse "S.B", in any row, where those two S.P.G.R, enter for example, in the two ( Injection or guide channels), of first row, and continue to enter until the end of the two (injection or guide channels) length of 20 cm, and by pass them to enter in the corresponding (Injection or guide channels), and similar exactly, which located in the beneath it in, , the function of those S.P.G.R, is to adjust the position of the top diverse "S.B" in the first row, with the other row beneath it, accurately and constant, as well as the case to adjust, the vertical and horizontal axes of those upper and lower "S.B", and the stay of these two Solid Plastic Guide Rods S.P.G.R, is temporary before the injection.

[0253] where there is a, (standard guide rod), which is referenced (S.G.R), to position the small iron rods inside these channels, to create (the cumulative partial reinforcement of iron rods, for walls construction), through this (standard guide rod ), (S.G.R), and to determine the descent distance of (iron rods), so repeats the operation of descent of these small iron rods, inside all the (injection guide channel) .

[0254] There is a Small_Plastic_Rod , its length 2.2 cm, , and its diameter, depending on the rate of miniaturization of the model, In its middle, there is a circular disc its diameter 0.75 cm, and its thick 1 .5 mm, its function to connect, the top miniature model with the lower miniature model, by entering 1 cm of it in the injection channel in the lower face of the upper miniature, and 1 cm of it in the upper face of the miniature lower, which is referenced, "S.P.R", and also there is a metal base, which is referenced, "M.B", that is used for installation

[0255] Referring to FIGS .23 in an embodiment, to a front and bottom faces of wall contain a three rows.

[0256] Referring to FIGS . 24 in an embodiment, to a top and front faces of wall contain a three rows.

[0257] Referring to FIGS . 25 in an embodiment, to placing iron rods in vertical sectional wall, contain a three rows.

[0258] Referring to FIGS . 26 in an embodiment, to a top and front faces in vertical sectional wall, contain a three rows.

[0259] Referring to FIGS . 27 in an embodiment, to a last high row in a wall, contain a three rows,

[0260] Referring to FIGS . 28 in an embodiment, to a diverse stereotype block wall, which contain two rows.

[0261] Referring to FIGS . 29 in an embodiment, to a first row of diver "S.B" wall, which contain two rows.

[0262] Referring to FIGS . 30 in an embodiment, to placing a two end electric motor on two window stereotype block, "S.B.E.1 ".

[0263] The second field of present invention: is to produce a (Miniature_Plastic Stereotype Blocks), as a plastic models, are exactly identical, to all different forms of "stereotype blocks", therefore, all that is said in the detailed description of the invention about all diverse of real stereotype blocks "S.B", are quite applicable to a (Miniature Plastic Stereotype Blocks), as a plastic models, are exactly identical, to all different forms of "stereotype blocks", so no need to repeat, the detailed description of the invention, about all diverse of (Miniature Plastic Stereotype Blocks), and no need also to diverse references for each one of standard forms , but all standard forms which are referenced, "M.P.S.B.1 ", and the several forms derived from them, as a result of deleting one or more of its elements, or to be in a half or a quarter to the "M.P.S.B.1 ", which are referenced, "M.P.S.B.2".

[0264] Referring to FIGS. 31. In a some embodiments, to a many (Miniature Plastic_Stereotype Blocks), as a plastic models, are exactly identical, to all the different forms of "stereotype blocks", and which are referenced, as mentioned above, "M.P.S.B1 ", and "M.P.S.B.2", those "M.P.S.B1 ", and "M.P.S.B.2", configure a small models for any buildings to be implemented, In accordance with the (Solid Integrated Building System), which are necessary, in all engineering offices, colleges of architecture engineering, and, professional masonry schools related of construction of buildings, to give a first preliminary conception, of these projects, and clarify the special method, of implementation that achieve all the requirements of (Solid Integrated Building System).

[0265] And will be able to create a specialized technical staff, of this special method Building System, by a real training of them, on the ground of project, with using a real stereotype blocks, as well as by training them with using the miniature plastic stereotype blocks, to configure a several models, there are a several standards dimension of the miniature plastic forms, that are exactly identical, to all different forms of a real diverse "stereotype blocks", as follows: the minimum of a standard size of the miniature plastic form identical to real form of stereotype is 7.5 % of real original size of stereotype.

[0266] The maximum of a standard size of the miniature plastic form, identical exactly to real form of stereotype, is 15 % of a real original size of stereotype blocks.

[0267] Therefore, it can be choose any minimized scale between 7.5%, and 15% of a real original size of stereotype.