COMPOSITE CONSTRUCTION ELEMENTS FOR BUILDING OF MULTI-STORY

MODULAR CONSTRUCTIONS

TECHNICAL FIELD

Present invention is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements.

PRIOR ART

In the construction sector, brick and steel based constructions are used commonly. Today, multi-story constructions of living spaces are constructed by using concrete and different types of bricks. First of all, ground concrete is poured, columns are built on the area where wall will be built, and after the concrete of upper floor is poured, walls between columns are built with the help of bricks.

Said materials have disadvantages in terms of cost, labor and quality. In the past, bricks were made of clay and soil derivatives and they are still being used today. However, they are mostly superseded by gas concrete bricks today because they are heavy and don't provide good sound and heat insulation. Besides, bricks which are made of clay and soil derivatives, by their nature, get humid and reflect this humidity on the plaster from time to time. Due to their heavy structure, they also cause extra load on the beams and columns during construction and reduce the life of building. Gas concrete bricks keep the buildings cool in summers and hot in winters. But they are not preferred because they cost more than the other bricks. Besides, even though gas concrete bricks are more strong compared to the bricks made of clay and soil derivatives, their mechanical strength is not so high. When building a wall with bricks made of gas concrete, bricks should be cut or broken into pieces in the corner joints etc. Due to this reason, a need for extra labor rises during construction. Building of concrete and steel based constructions is completed in a long time and at a high cost.

Due to the abovementioned reasons, there is a need for construction elements made of alternative materials which will replace concrete or steel those are bearing elements of the building and, constructions which can be mass produced with such construction elements, in construction sector. In the English patent numbered GB2443630, construction method which includes obtaining the base plate is described. Base plate is connected on the surface of base by using multiple bonding materials passed through the pre-specified holes. This doesn't provide a solution for multi-layered structures.

Patent with the application number 201 1/03899 is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements. Building like constructions can be constructed via said technique and very serially and at low costs, but this technique doesn't bring a solution for multi-story buildings.

In the patent with application number 201 1/09140, composite construction elements are described for the building of multi-story modular constructions. BRIEF DESCRIPTION OF THE INVENTION

The present invention is related to a new composite mezzanine floor bonding adapter aimed at eliminating the abovementioned disadvantages and bringing new advantages to the relevant technical field.

Main objective of the invention is to provide composite mezzanine floor bonding adapters which form a connection between mezzanine floor panels and walls, and multi-story constructions produced with these mezzanine floor bonding adapters, by reducing the labor, mistakes that may arise from labor and increasing the strength.

In order to perform all of the abovementioned objectives and the objectives which are to be deducted from the detailed description below, the present invention is related to a construction element which is made of composite material and used to form multi-story constructions by connecting at least one floor panel which has a connection niche on its lateral surface and a wall brick which forms a wall and has at least one integral connection element. As an innovation; it includes a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and at least one connection niche configured so that it connects to the connection niche of floor panel. In another preferred embodiment of the subject matter invention, it contains at least one positioning niche located on the corner of body.

In another preferred embodiment of the subject matter invention, it contains a profile bearing defined by bringing two bodies side by side so that two positioning niches are opposite to each other. Therefore, profile can be located so as to prevent collapse of the floor panels.

In another preferred embodiment of the subject matter invention, profile housing is configured so that the end part of a profile is shrink fit. Therefore, collapse of the floor panels is prevented.

In another preferred embodiment of the subject matter invention, connection element provided on the body has a connection extension.

In another preferred embodiment of the subject matter invention, it contains a wall connection part where at least one connection extension is provided and which is located on the insert of the brick wall. Thus, connection of the bonding adapter with wall is enabled. In another preferred embodiment of the subject matter invention, it contains at least one insert which is provided on the bottom of the wall connection part and where connection extension of the brick wall is located.

In another preferred embodiment of the subject matter invention, it contains a panel connection part which has a lateral surface where connection niche is provided. Thus, connection of the bonding adapter with floor panel is enabled.

In another preferred embodiment of the subject matter invention, connection niche is structured in the form of a wedge with a trapezoidal section whose short side faces outwards. Thus, building gets strong against the forces applied on it.

In another preferred embodiment of the subject matter invention, it contains a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally. Thus, bonding adapter can be used between a room and a place without a ceiling. In another preferred embodiment of the subject matter invention, it contains a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally. Thus, bonding adapter can be used between two rooms.

In another preferred embodiment of the subject matter invention, it is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.

In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.

In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42. In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.

In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.

In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.

Present invention is also related to a floor panel with at least one connection niche provided on the lateral face and characterized by including at least one profile bearing so that it defines a profile. Therefore, profile can be passed through the bottom of floor panel. In another preferred embodiment of the subject matter invention, profile bearing is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other. Therefore, collapse of the floor panel is prevented by running a profile through the point where two floor panels join together.

In another preferred embodiment of the subject matter invention, it is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.

In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.

In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42. In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.

In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.

In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.

Present invention is also related to a multi-story construction which has multiple wall bricks connected to each other in order to form the walls and floor panels in order to form floor bases. As an innovation; it includes a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and a bonding adapter which has at least one connection niche configured so that it connects to the connection niche of floor panel, as a construction element which enables connection between the wall and mezzanine floor; at least one floor panel which is provided after the profile bearing of bonding adapter and has at least one profile bearing which defines a profile, as a floor panel. In another preferred embodiment of the subject matter invention, bonding adapter contains at least one positioning niche located on the corner of body.

In another preferred embodiment of the subject matter invention, bonding adapter contains a profile bearing formed by two positioning niches when two bodies are brought side by side.

In another preferred embodiment of the subject matter invention, bonding adapter has a connection extension as the connection element provided on the body. In another preferred embodiment of the subject matter invention, bonding adapter contains a wall connection part on which connection extension is provided.

In another preferred embodiment of the subject matter invention, bonding adapter contains at least one insert at the bottom of wall connection part.

In another preferred embodiment of the subject matter invention, bonding adapter contains a panel connection part which has a lateral surface where connection niche is provided.

In another preferred embodiment of the subject matter invention, bonding adapter is a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally.

In another preferred embodiment of the subject matter invention, bonding adapter is a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally. In another preferred embodiment of the subject matter invention, profile bearing of the floor panel is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other. In another preferred embodiment of the subject matter invention, it contains a profile that is passed through the profile bearing of floor panel and shrunk fit in the profile bearing of bonding adapter.

In another preferred embodiment of the subject matter invention, wall brick contains at least one insert in the lower part where connection extension of bonding adapter will be located, and at least one connection extension on the upper part, which will be located in the insert of the bonding adapter.

In another preferred embodiment of the subject matter invention, wall brick contains a wall connection channel and a wall connection extension which connects adjacent wall brick with wall connection channel. Thus, connection of wall bricks with each other is strengthened.

In another preferred embodiment of the subject matter invention, wall brick is a linear wall brick so as to enable building of the wall.

In another preferred embodiment of the subject matter invention, wall brick is a T type wall brick which enables division of the rooms. In another preferred embodiment of the subject matter invention, wall brick is an L type wall brick which enables construction of corners.

In another preferred embodiment of the subject matter invention, bonding adapter and floor panel are made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.

In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above. In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42. In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.

In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.

In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.

BRIEF DESCRIPTION OF THE FIGURES In Figure 1 a, a general view of subject invention single bonding adapter is given from above.

In Figure 1 b, a general view of subject invention single bonding adapter is given from below.

In Figure 2a, a general view of subject invention double bonding adapter is given from above.

In Figure 2b, a general view of subject invention double bonding adapter is given from below.

In Figure 3a, a perspective view of floor panel on which subject invention bonding adapter will be connected is given. In Figure 3b, a view of connection of floor panels with each other is given.

In Figure 4a and 4b, layout of profile on the bonding adapter and floor panel is given. In Figure 5, a view of connection of floor pieces with each other is given.

In Figure 6a and 6b, views regarding wall adapters where wall bricks will be connected are given.

In Figure 6c and 6d, a symbolic view of wall adapters connected with each other is given. In Figure 7a, 7b and 7c, views regarding wall bricks are given. In Figure 7d, a view regarding laying of T type wall bricks is given. In Figure 7e, a view regarding laying of L type wall bricks is given. In Figure 8a, a perspective view of roof profile is given.

In Figure 8b and 8c, a perspective view of roof connection adapter is given. In Figure 8d, a perspective view of eaves adapter is given. In Figure 8e, a perspective view of roof cladding is given. In Figure 8f, a perspective view of roof truss is given.

In Figure 9, a symbolic view of multi-story building constructed with subject invention bonding adapters and other construction elements is given.

In Figure 10, a symbolic view of adaptation of roof on a building is given.

REFERENCE NUMBERS GIVEN IN FIGURES

10 Single bonding adapter

1 1 Body

12 Wall connection part

121 Connection extension

122 Clearance

123 Insert

13 Panel connection part 131 Lateral surface 32 Connection niches

133 Positioning niche 34 Profile bearing Double bonding adapter1 Body

2 Wall connection part

221 Connection extension

222 Clearance

223 Insert

3 Panel connection part

231 Lateral surface

232 Connection niches

233 Positioning niche

234 Profile bearing Floor panel

1 Lateral surface

2 Connection niche3 Insert

4 Profile bearing

5 Profile bearing Connection element Floor

1 Floor pieces

1 1 Connection niches12 Insert

13 Connection element Wall adapter

0a Wall adapter

0b Wall adapter

0c Wall adapter

1 Body 62 Connection extension

63 Connection niche

64 Insert

65 Connection element 70 Wall brick

70a Wall brick

70b Wall brick

70c Wall brick

71 Body

72 Connection extension

73 Insert

74 Wall connection channel

75 Wall connection extension 80 Profile

90 Roof profile

91 Body

92 Connection extension 93 Insert

100 Roof bonding adapter 100a Roof bonding adapter 100b Roof bonding adapter 101 Support part

1 10 Eaves adapter

11 1 Upper bearing

1 12 Lower bearing

120 Cover piece

130 Roof cladding

1301 Valley

1302 Connection part

1303 Mounting holes 140 Valley

150 Support base

160 Roof truss

170 Purlin DETAILED DESCRIPTION OF THE INVENTION

In this detailed description, the subject matter invention is explained with references to examples without forming any restrictive effect in order to make the subject more understandable.

Referring to Figure 1 a and 1 b; single bonding adapter (10) consists of a body (1 1 ) and a wall connection part (12) configured on the longitudinal side of the body (1 1 ). Other part of the body (1 1 ) is panel connection part (13). There are connection niches (132) on the lateral surfaces (131 ) which face the floor panel (30) to be connected to panel connection parts (13). Wall connection part (12) consists of multiple connection extensions (121 ) on the upper part, which are provided one after each other horizontally with a space in- between and extend upwards. Wall connection part (12) has inserts (123) on the bottom. There are positioning niches (133) provided on two corners of the panel connection part (13). Single bonding adapter (10) connects to a floor panel (30) on the single side and may be used on the parts of a building which face outwards. In the preferred embodiments, insert (not shown in the figure) may be used instead of the connection extension (121 ) depending on the corresponding construction element. Referring to Figure 2a and 2b; double bonding adapter (20) consists of a body (21 ) and a wall connection part (22) structured in the middle of the body (21 ). When wall connection part (22) divides the body (21 ) longitudinally from the middle, two sides on the right and left of the wall connection part (22) constitute the panel connection parts (23). There are connection niches (232) on the lateral surfaces (231 ) which face the floor panel (30) to be connected to panel connection parts (23). Said connection niches (132, 232) have a part with section which widens from outside to inside. Connection niches (132, 232) have a trapezoidal section whose short side faces outwards and this form resembles the wedge form in the relevant technical field. Wall connection part (22) consists of multiple connection extensions (221 ) on the upper part, which are provided one after each other horizontally with a space in-between and extend upwards. Wall connection part (22) has inserts (223) on the bottom. There are positioning niches (233) provided on the corners of the panel connection part (23). Connection extensions (121 , 221 ) have a hollow box like shape so that they define a clearance (122, 222). This form both increases the strength of bonding adapters (10, 20) and provides sound and heat insulation against outdoor environment without the need for extra insulation. Besides, components such as electrics, telephone cables or sanitary pipework of a building may be passed through said clearances (122, 222) and this will be an advantage which quickens the building period. Referring to Figure 4a and 4b; when two bonding adapters (10, 20) are brought side by side, two positioning niches (133, 233) also come side by side facing each other and form a profile bearing (134, 234). In Figure 4a and 4b, the profile (80) to be shrink fit in the profile housing (134, 234) is seen. For the insert (123, 223) and connection extension (121 , 221 ); the term, connection element (123, 223, 121 , 221 ), is used generally.

In Figure 3a and 3b; floor panels (30) connected to each other to be used as a mezzanine floor have connection niches (32) on the lateral surfaces (31 ) and when a floor panel (30) or bonding adapter (10, 20) is located opposite them, connection niches (32, 132, 232) form an insert (33) by standing opposite each other. Bonding adapters (10, 20) and other floor panels (30) are connected by inserting a connection element (40) into the insert (33). Connection element (40) has a geometry which completes the form of the insert (33) and a shape which resembles wedge elements. Floor panels (30) have profile bearings (34) in the lower parts, in a form which completes the shape of the profile and, profile bearings (35) which define the profile that is formed with the joining of corners when two floor panels (30) come side by side.

Connection niches (132, 232, 32) preferably start from the top point of lateral surface (131 , 231 , 31 ) and extend partially along the height of lateral surface (131 , 231 , 31 ) downwards.

Referring to Figure 5, floor (50) of the building consists of many floor pieces (51 ). Floor pieces (51 ) have connection niches (51 1 ) on the sides and are connected by passing connection elements (513) through the insert (512) which is formed by connection niches (51 1 ) of two opposing floor pieces (51 ).

In Figure 6a and 6b, wall adapters (60) located on the floor (50) are seen. Wall adapter (60) consists of a body (61 ) and connection extensions (62) provided on the body (61 ). Referring to Figure 6c, wall adapter (60) has a linearly extending structure. In Figure 6a, wall adapter (60b) is in the form of T whereas wall adapter (60c) in Figure 6b is in the form of L. Wall adapters (60a, 60b, 60c) have connection niches (63) on the surface which face the wall adapters (60a, 60b, 60c) located next to it. Referring to Figure 6c and 6d; when wall adapters (60a, 60b, 60c) are located so that their connection niches (63) correspond to each other, two connection niches (63) form an insert (64) and a connection element (65) with a geometry completing the form of the insert (64) is located in the insert (64).

Referring to Figure 7a, 7b and 7c, one wall brick (70) has one body (71 ). Connection extensions (72) are provided on the upper part of body (71 ) and inserts (73) are provided on the lower part. For the inserts (73) and connection extensions (72); the term, connection element (72, 73), is used. There is a wall connection channel (74) or a wall connection extension (75) on the surface of wall brick (70a, 70b, 70c) which faces the adjacent wall brick (70a, 70b, 70c). Referring to Figure 7a, wall brick (70a) has a linearly extending structure. In Figure 7b, wall brick (70b) is in the form of T whereas wall brick (70c) in Figure 7c is in the form of L.

Referring to Figure 9; the construction consists of a floor (50) laid on the ground, walls provided on the floor (50), bonding adapters (10, 20) provided on the walls, floor panels (30) of the upper floor whose connection to the walls are provided by bonding adapters (10, 20) and a roof. Such a construction can be built using the toy block logic and this building may have enough strength against tensile, pressure and bending forces that buildings are exposed to. Referring to Figure 5; floor (50) of the building is produced by joining floor pieces (51 ) in the structure of a panel. Floor pieces (51 ) are located so that connection niches (51 1 ) correspond to each other and then connection element (513) is located in the insert (512) from the top. Floor (50) of the construction is formed this way. Referring to Figure 6c and 6d; after floor (50) is laid on the ground in the abovementioned way, wall adapters (60a, 60b, 60c), which will connect the wall bricks (70a, 70b, 70c) on the floor (50), are located on the points specified on the floor pieces (51 ) according to the layout in the project. Wall adapters (60a) which extend linearly are used for the parts extending straightly as a wall; wall adapters (60c) in the form of T are used in order to divide the rooms within construction and wall adapters (60b) in the form of L are used in order to form the corner of structure. Wall adapters (60a, 60b, 60c) are connected to the adjacent wall adapters (60a, 60b, 60c) by locating the connection element (65) in the insert (64) from the top, which is formed by the connection niches (63). After the wall adapters (60a, 60b, 60c) are placed on the floor (50), wall bricks (70a, 70b, 70c) are laid on the wall adapters (60a, 60b, 60c). Wall bricks (70a, 70b, 70c, 70d) and wall adapters (60a, 60b, 60c) are connected to each other by inserting the connection extensions (62) of wall adapters (60a, 60b, 60c) in the inserts (73) of wall bricks (70a, 70b, 70c, 70d). Referring to 7d, 7e and 9; wall bricks in linear structure (70a) are laid on the wall adapters (60a) in linear structure, wall bricks (70c) in the form of L are laid on the wall adapters (60c) in the form of L and wall bricks (70b) in the form of T are laid on the wall adapters (60b) in the form of T. While laying the wall bricks (70a) in linear structure, care should be taken for performing slip laying. If there is a wall connection channel (74) on the surface of wall brick (70a, 70b, 70c), which faces the adjacent wall brick (70a, 70b, 70c), adjacent wall brick (70a, 70b, 70c) has a wall connection extension (75) on the side facing wall connection channel (74). Thus, wall adapters (70a, 70b, 70c) are connected to each other through shrunk fit. Wall is built by this way.

Referring to Figure 9; after the walls are built on the floor (50), bonding adapters (10, 20) are used in the construction of upper floor, in order to enable connection between the floor of upper floor and walls. Firstly, bonding adapter (10, 20) is connected on the wall brick (70a, 70b, 70c) by inserting the connection extensions (72) of wall bricks (70a, 70b, 70c) in the inserts (123, 223) under the bonding adapter (10, 20). When it is desired to form a connection between two rooms or a closed space, double bonding adapter (20) is used. Connection niches (232) on the panel connection parts (23) located on both sides of double bonding adapter (20) and connection niches (32) on the floor panel (30) are aligned so as to locate a connection element (40) in-between and they are connected to each other via a connection element (40). Referring to Figure 4a and 4b; in order to provide stability and prevent collapse of the floor panels (30), profile (80) is passed through the profile housing (34, 35) on the bottom of floor panel (30) and shrunk fit in the profile housing (234) which is formed when two bonding adapters (20) come side by side and positioning niches (233) on the corners are joined. When the same process is applied on both sides of the double bonding adapter (20), floors of upper floor belonging to two rooms will be constructed.

For connection between a room and a place without a ceiling, single bonding adapter (10) is used. Single bonding adapter (10) is connected on the wall brick (70a, 70b, 70c) so that panel connection part (13) will face the room side and to the floor panel (30) on said side since there is a panel connection part (13) only on one side of the single bonding adapter (10). When bonding adapter (10, 20) is located on the wall bricks (70a, 70b, 70c), connection extensions (121 , 221 ) of bonding adapter (10, 20) are inserted in the inserts (73) of wall bricks (70a, 70b, 70c). When walls are built this way, upper floor is also constructed.

Referring to Figure 10; after the floors of construction are completely built, roof of the construction can be built very quickly and durably. In order to provide visual quality, wall bricks (70a, 70b, 70c) on the rising upper row of the triangle like shaped wall are covered with suitable cover pieces (120). Referring to Figure 8a and 8f; roof truss (160) and purlins (170) which form the roof scaffold of the construction, are produced with roof profiles (90) which consist of a body (91 ), a connection extension (92) that extends after the body (91 ) with a narrower diameter and an insert (93) at the head of body (91 ) in which another connection extension (92) is inserted. Said roof profiles (90) are in the form of a box profile and accordingly have a square or rectangle section.

Referring to Figure 8d and 8f; during application, a group of roof profiles (90) are laid on the floor between the front and rear sides of ceiling so that they extend horizontally and profiles on the end are inserted in the lower housing (1 12) of an eaves adapter. Another group of roof profiles (90) are laid so that they start from the upper housing (1 1 1 ) of relevant eaves adapter (1 10) on the front and rear sides of ceiling and extend upwards with an acute angle, and then join the other group on the upper line of ceiling's center point. Thus, horizontal and angular extending roof profiles (90) are laid so that they define an isosceles triangle like form, and define these roof trusses (160). Roof profiles (90) are joined on the upper line so that they are supported from under by a roof bonding adapter (100a). Referring to Figure 8b and 8c; there are two types of roof bonding adapters (100). On the other hand, between said roof bonding adapter (100a) and the point where horizontal support parts (101 ) extending on the ceiling join together, there is a support base (150) that is vertical to the floor, so roof is also supported from the top point. Referring to Figure 10, roof trusses (160) are laid on the ceiling by repeating these processes.

Then, another group of roof profile (90) extends between the roof support parts (101 ) so that they intersect with angular extending profiles (90) at certain points, and thus, parts named as purlin (170) in the relevant technical field are defined. The points where roof profiles (90) forming the roof truss (160) and purlin (170) intersect with each other, are supported from below by another type of roof bonding adapter (100b). Bottom end of the support base (150) mentioned in the upper paragraph is located in the roof bonding adapter (100b) provided at this point. Said roof bonding adapter (100b), supports roof profiles (90) which extend horizontally on the floor and join together in the middle at this point.

At the following stage, valleys (140) are mounted on the relevant wall bricks (70a, 70b, 70c) at the top line of the front and rear side of the construction. Referring to Figure 8; lastly, roof claddings (130) with valleys (1301 ) are laid on the roof trusses (160) and purlins (170) that are formed by support profiles. A connection part (1302) with mounting holes (1303) is provided on each roof cladding (130), which extends along the long side. Said connection part (1302) has a smaller wall thickness compared to the rest of the roof cladding (130) and a dent is defined due to this form. Relevant side of the next roof cladding (130) fits in said dent, so no disfiguring extension is formed between two roof claddings (130). Said connection parts (1302) have mounting holes (1303) and so two roof claddings (130) can be connected to each other with a connection element (40) such as a screw. As a result, roof of the building can also be built completely by using the relevant composite construction elements.

All the construction elements used in the invention are made of a material based on SMC (sheet molding composites) and they are produced through a known production method in this field. According to this, some construction elements in the invention may be composed of two parts which are symmetrical and form the construction element when they are combined, in accordance with the hot pressing method.

Therefore, in a preferred formulation, subject composite material contains fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%. In the parts which don't require high strength such as valleys (140) and roof claddings (130), so as to obtain a material which has relatively low strength and possesses the values of ST 37 steel in particular, isophtalic resin is preferred as the resin and glass-fiber is preferred as the fiber. In the construction elements which require middle strength such as wall bricks (70a, 70b, 70c), isophtalic resin is preferred as the resin and aramid-fiber is preferred as the fiber, in order to obtain a material with the values of ST 37 steel. In order to obtain a material which has a relatively high strength and values of ST 52 steel, vinyl ester resin is preferred as the resin and carbon-fiber is preferred as the fiber. Wall thickness of the present invention construction elements can preferably be between 4mm and 2cm depending on the desired strength.

On the other hand, at least one type of mineral powder selected from a mineral group which contains silica, barite, talcum and calcite is used as a filler and at least one of the chemicals which increase water absorption and resistance to flame and abrasion is used as a chemical additive. In addition to these, subject formulation may also contain thermoplastic material at a pre-specified ratio so as to enhance the surface appearance. As is known, forces that a construction is exposed to may be listed in 5; which are tensile, pressure, moment, shearing and torsion forces. A construction may be exposed to one or more of these forces simultaneously as a result of many external factors such as earthquake, wind, building's own weight and constructions should be resistant to such situations at a certain extent. According to this, behavior of a construction formed with present invention construction elements against these forces, is described in general below.

First of all, composite material which forms the construction elements are as durable as steel but about 6 times lighter than steel. On the other hand, hollow body structure used in the invention reduces the weight of construction elements more. Therefore, component of moment force arising from building's own weight is very low compared to that of concrete or steel constructions. If the building is exposed to a pressure force, elements such as wall connection channel (74) on the lateral surfaces of adjacent wall bricks (70a, 70b, 70c) and wall connection extension (75) which goes into the wall connection channel (74), inserts (73) on the wall bricks (70a, 70b, 70c) which are on top of the other and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In the case of a tensile force, inserts (73) on the wall bricks (70a, 70b, 70c) and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In case of a shearing force, components in the pressure force become active and additionally, flexibility that screwless connection provides is a significant advantage. For example, when moment force or torsion force is formed due to a reason such as wind, elements which enable resistance to pressure forces and flexibility provided through screwless connection become active. Connection niches (132, 232, 32, 51 1 , 63) in the form of a wedge and connection elements (40, 513, 65) which enable connection of construction elements with each other also play a significant role in the resistance of building against all these forces. Referring to Figure 9; wall bricks (70a, 70b, 70c) are laid by sliding in each row, an upper wall brick (70a, 70b, 70c) supports the connection of two lower wall bricks (700a, 70b, 70c) with each other, therefore, building becomes more rigid.

On the other hand, walls of a structure built according to the invention that is different from masonry constructions also serve as a bearer as in the constructions built with the same tunnel formwork, and this enables the building to be more resistant. While interior walls in the constructions formed through tunnel formwork are built as masonry so as to reduce the costs, walls which constitute the rooms in invention also carry out the bearing function. Besides, construction elements aren't composed of multiple layers which have different physical and chemical properties as it was in the prior art, and this allows the structure to possess the required rigidity and durability. Ease and speed of production gained by this way provides a significant advantage.

Some of the test data of a construction element subject to invention, which is produced through a sample formulation, is as below.

Tests Test Method Values

Determination of Flexural TS 985

≥160

Strength (N/mm ² ) EN ISO 178

Determination of Tensile

EN ISO 527-4 ≥222

Strength (MPa)

Impact Strength

EN ISO 179 ≥1 10

(kj / m ² )

Barcol Hardness EN59 70

Water absorption (%) TS 702, ISO 62 Max 0.15% in 24 hours %0,15

TS 1818,

Density (gr/ cm ³ ) 1 ,79

ASTM D792

Chemical Resistance

(60% toluene, 40%

n-heptane in volume or in

diesel, under the conditions Change in weight; max. %0,5

EN ISO 14125

of 23 Change in bending resistance; -20%

±2°C and 168 ihours) (TS Change in bending module; -30%

1478

EN 124 Annex E)

Surface Resistance (Ω) DIN IEC 93 5x10 ⁹

Volume Resistance (Ω) DIN IEC 93 5x10 ¹⁰

Specific Trans-resistance

DIN IEC 93 1x10 ¹²

(Q.cm)

Ball Pressure Test Ball Diameter max. 2 mm. Glow Wire Test No Dropping

Accelerated Heat

No puncture or deformation Damping Test isolation Test No discharge or deformation

Temperature Changes

No deformation or crack Resistance Test

Ultra Violet Resistance

No deformation or crack Test

In the relevant tests performed for subject invention bonding adapters (10, 20), it was seen that there was no dropping in glow wire test, no puncture or deformation in accelerated heat damping test and no discharge or deformation in isolation test. In addition to these, no deformation or crack was seen in the subject invention construction elements in temperature changes resistance test and ultra violet resistance test.

The protection scope of the present invention is set forth in the annexed claims and cannot be restricted to the illustrative disclosures given above, under the detailed description. It is because a person skilled in the relevant art can obviously produce similar embodiments under the light of the foregoing disclosures, without departing from the main principles of the present invention.