DESCRIPTION • ' Technical Field

The invention relates to a method and means for pro- 5 ection and/or restoration of shores and beaches along oceans, lakes and rivers, where waves and floodings tend to cause erosion and in many cases danger and damage to the shore area itself and to installations on and adjacent ^• thereto, such as apartment buildings, summer homes, play- 10 grounds, parks, parking lots, streets and roads. Background Art

For protection of such shore areas it has been common practice to build breakwaters, usually of concrete or rock ridges, to prevent erosion of the areas located landwards 15 thereof. Such breakwaters are expensive to erect and in many cases undesirable for various practical and esthetic reasons. For similar or related purposes various other means have been employed. Thus, for example, according to U.S. patent 2835112 "apertured elements" made of reinforced 20 concrete or shaped steel are employed to stabilize earths or materials in movement in connection with defense dams on a sea front, such elements being held together and suitably anchored by means of cables.

Other means for controlling erosion conditions, partic- 25 ularly by fast-flowing river waters, are described in U.S. patent 3386250 and consist of apertured concrete blocks firmly anchored in the river bed in various configurations. Other constructions for similar purposes are known from U.S. patents I389513, 1716509. 20973^2 and 2803113. 30 Disclosure of Invention

The means according to the invention comprises an elon¬ gate truss of lightweight tubings extending substantially along the shoreline and resting on the ground, with anchor- ^* ing means of similar lightweight construction projecting 35 downwardly into the ground to prevent overturning or dis¬ placement of the truss due to wind and wave activitities,

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before it has been covered with gradually accumulating sand. The truss and the anchoring means are preferably in the form of a framework composed of a plurality of aluminum or

- aluminum alloy tubings of substantially equal length and diameter which are assembled according to a distinct and universal pattern to be described below. A number of rela¬ tively fine- mesh screens are mounted in certain positions within the truss for a purpose which will become evident, as the description proceeds. -Brief Description of Drawings

In the accompanying drawings a preferred embodiment of the invention is shown, and in said drawings -

Fig. 1 is a cross-sectional view, generally perpendic-

- ular to the shoreline, of a building separated from said shoreline by a beach area with a device according to the invention thereon,

Fig. 2 is an enlarged view of the truss from above, with the location of the screens indicated by cross-hatch¬ ing, Fig. 3 is a perspective view of a tetrahedral assembly of six struts forming one unit of many, of which the truss and anchoring, means may be considered to be composed,.

Fig. is a top (or bottom) ^" view of generally spheri¬ cal elements used for joining the struts, Fig. 5 is a side view of an alternative joint between the struts,

Fig. 6 is a perspective view of one of the anchoring means, shown in position to be lowered into the hole in the ground where it is to be located, and Fig. ^' 7 shows diagrammatically the anchoring means as¬ sembled with the truss and in position in the hole in the ground, before said hole has been filled with sand. Best Mode For Carrying Out The Invention

Fig. 1 illustrates diagrammatically the typical condi- tions at a lakefront summer home, where at the time• the

•.building 10 was -erected a beach area 12 separated the build¬ ing 10 from the normal waterline Ik . Through storms and ac¬ companying wave action the beach surface has gradually been

- 3 - eroded, until it has assumed a profile approximately as in¬ dicated by line 16. On a portion of this beach area 16, which is, or is made, reasonably level, the breakwater structure 18 according to the invention is then erected

^: 5 with the truss 20 extending generally parallel with the waterline 14 and with the anchoring means 22 buried in the ground at .intervals along the truss 20, which may consist of a single layer of tetrahedral frame units, as indicated in full lines, or have ^• additional such layers added there- 0 to, as indicated in dotted lines, ^' depending upon the actual shape of the eroded beach surface and the shape desired to be achieved.

The truss 20, a section of which is shown on a larger scale in Fig. 2, comprises a base network of struts of equal

15 length joined at the ends to form a pattern of triangular bases arranged side by side. Thus, for example, starting from the waterfront side of the truss, ^" the struts 2 , 26, 28 form a first triangular base, struts 30, 32, 34 form a sec¬ ond triangular base, in which strut 30 is aligned with strut

20 24, and struts 36, 38, 40 form a third triangular base hav¬ ing strut 36 aligned with struts 2 and 30. Aligned struts 2, 44 interconnect the tops 46, 48, 50 of said three tri¬ angular bases. From the three corners 46, 52, 54 of the first triangular base three struts 56 , 5& _> 60 extend upward-

25 ly to form together with struts 24, 26, 28 a pyramid, or a tetrahedral figure, having its vertex at 62 (compare Fig.3) . Similar conditions prevail in respect of the second and third triangular bases with vertexes at 64 and 66 , respec¬ tively. Vertexes 62, 64, 66 axe interconnected by inter-

30 aligned struts 68, 70 which accordingly are parallel with base frame struts 42 and 44, respectively, and located at a level above that of said first, second and third triangular bases. On said higher level, struts 72, 74 extend from ver¬ texes 62 and 64, respectively, to a junction point 76 which

35 constitutes the vertex of a pyramid, or tetrahedral figure, having for its base the triangular base formed by struts 78, 80, 82 and connected with the corners 54, 84, 86 of said triangular base by inclined struts 88, 90, 92. Sinc ^p

vertex 76 is connected by interaligned struts 94, 96 to ver¬ texes 98, 100, etc., of other triangular bases and on the same higher level, it is obvious that a second row of iden¬ tical pyramids, or tetrahedral figures, is formed alongside the row of pyramids formed on the aforementioned first, sec¬ ond and third triangular bases, the pyramids of said second row being.of set by half a strut length along the truss in relation to the pyramids of the first row.

Obviously, in the- embodiment shown, a third row of identical pyramids having their respective vertexes 102, 104, etc., extends along the truss in identical arrangement and connection with the second row, and in the embodiment comprising three adjacent rows of such pyramids the aligned base struts 106, 108, etc., constitute the back edge of the truss, as seen from the waterfront. It is obvious also, that the vertexes, such as 62, 76 , 98, on the second level of the truss may serve as base supports for a ^' row of iden¬ tical pyramids (not shown) having their vertexes on a third level above the ground. Incidentally, tetrahedrons such as 68, 72, 74, 60, 90, 110 which alternate with the previously described pyramids in each row, may be described as "invert¬ ed pyramids", since they have their triangular "bases" on the level next above the level, where their "vertexes" are disposed. The means for joining the struts together may all be identical, and an example thereof is shown in Fig. 4 which represents junction 7 in Fig. 2. It consists of a light¬ weight spherical ball provided with six holes 130 having their central axes in a common plane which in the case of junction 76 is horizontal. The holes 130 are evenly distrib¬ uted around the circumference of the ball 76 and each re¬ ceives the end portion of a lightweight strut which is weld¬ ed or brazed in place. In the case of ball 76 said six horizontal struts are 72, 74, 94, 96, 132 and 134 and in ad- dition ball 76 is provided on its bottom side with three holes (not shown) adapted to receive the upper end portions of the inclined struts 88, 90, 92, while on its top side it has the three holes 136 which in Fig. 2 are unoccupied but

in position to receive the lower end portions of inclined struts (not shown) for support of a third layer of struts on the second level above the ground. Accordingly, all the balls are identical and each provided with holes arranged

_; 5.and adapted to receive a maximum of twelve struts.

An alternative construction of a joint, such as at 76 , between nine _, struts is shown diagrammatically in Fig. 5 _' As indicated, the end portions of the struts have been flat¬ tened out and, in the case of the inclined struts 88, 90,

10 92, bent, whereupon the flattened portions are placed on top of each other (in Fig. 5 shown separated from each other for clarity of illustration) and clamped together by means of a bolt 140 inserted through previously drilled holes in the flattened strut portions and retained by a nut

15 142 on its projecting end.

In the truss 20, as described above and shown in de¬ tail in Fig. 2, a plurality of relatively fine mesh screens are secured to certain of the struts to cover selected areas enclosed by said struts. Some of said screen-covered areas

20 have been indicated by cross-hatching in the righthand por¬ tion of Fig. 2 only, in order to avoid a cluttered appear¬ ance of said Fig. 2 due to the numerous reference letters _. in the lefthand portion thereof. It- is noted that in all said selected areas, as e.g. the area 50, 66 , 112, 114, the

25 screens extend from aligned struts 38, 116, 118 on the ground level to aligned struts 120, 122 on the second level, . which means that all the screens covering such selected areas are inclined upwardly and rearwardly, as viewed from the waterfront side. Accordingly, waves impinging upon the

30 screens tend to force the screens, and thereby the entire truss 20, rearwardly and downwardly toward the ground, thus - together with the anchoring means 22 - counteracting wave and wind forces tending to lift the front edge portion of the lightweight truss up from the ground and dislocating it

35 from its designated location. It is obvious that corres¬ pondingly located screens (not shown) between the second

• level of the truss and a third level thereof form aligned extensions upwardly and rearwardly of the screens des-

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cribed above.

Since the screens shown in Fig. 2 cross each other at various places, such as along the inclined strut 144, it is necessary to cut them in sections, before they are mounted 5 ^" in the truss. Said sections are then attached to appropri¬ ately located struts by welding or brazing. For example, one screen- section in the form of a equilateral rhombus may cover the area enclosed by the struts 144, 38, 146 and 120 and have its edges secured to said four struts and, if foun 0 desirable, it may also be secured- to strut 148 which is lo-' cated in the same plane. An identical screen section may b secured to struts 144, 122, 148 and 116, and so forth. In fact, in the embodiment of Fig. 2 all the screen sections are identical except those in the third (landward) row of 5 the truss, where each screen section, such as the one en¬ closed by struts 118, 148 and 150, is in the form of half a equilateral rhombus. It may be remarked, that in some in¬ stallations it has been found that a satisfactory effect of the breakwater is achieved with considerably less total 0 screen area. In such cases all the screen sections may be of this lastmentioned form and all the "top" sections, such as the one bordered by struts 120, 144, 148, omitted.

The anchoring means 22 (Figs. 1, 6 and 7) are prefer¬ ably structures of basically the same kind as the truss 20 5 and attached thereto at intervals of approximately 4 - 6 meters. For example, a truss (Figs. 1 and 2) may be placed upside down on the beach, so that it rests on the struts which in Fig. 2 form the aforementioned second level of the truss, such as struts 68, 72, 74, 94, 96, 132, 13^ _> 160, 0 etc. On the ground level frame structure then facing up¬ wardly a pyramid comprising an assembly of tetrahedral unit of the kind described is then erected having for its base, e.g., the triangular frame 50, 162, 114 (Fig. 2). Obvious¬ ly, the next higher layer of identical tetrahedrons (right- 5 side up and inverted) would have for its base the struts

' 164, 170, 166, 122, 168 and 120 which together form the tri angular frame 66, 104, 112.

These inclined struts (not shown in Fig. 2) extend

upwardly from the junctions 66 , 100, 172 to form a vertex ^' (not shown) on the next higher level, and the same is true with regard to the other two triangles 104, 174, 100 and 174, 112, 172 on this second level. Said three vertexes on

_ 5 the third level are interconnected by struts (not shown in Fig. 2) which together form the base of a pyramid having its vertex on a ^' fourth level, said last-mentioned vertex 176 (Figs. 6 and 7) forming the top point of the pyramid assem¬ bly having the triangle 50, 162, 114 for its base. 0 An anchoring means 22 of this kind is shown diagram¬ matically on a smaller scale in Fig. 6 in a position ready to be lowered into its hole 180 in the beach ground. The anchor may be secured to the truss as described above at - this time, although said truss is omitted from Fig. 6. The

15 arrow 182 corresponds to arrows 182 in Fig. 2, and it is ob¬ vious, therefore, that the landwards side of the anchor is at 184 and is covered by a thin solid sheet of lightweight metal which is secured (by welding or brazing) to the struts enclosing the triangle 114, 162, 17 and, optionally, to 0 other struts in the same plane. The main function of the sheet 184 is to counteract any tendency of the truss to be displaced in a landwards direction under the influence of wind and/or impinging waves.

Fig. 7» showing a diagrammatic side view of the anchor

25 22 and the attached truss 20 in position on the beach, is selfexplanatory. It should be noted, that although the an¬ choring means 22 has been described above as attached to the underside of the truss 20 in such a position that the tri¬ angular area 50, 114, 162 coincides with the similarly,

30 marked area of the truss, i.e. with the portion of the an¬ chor rearwardly of said area projecting rearwardly beyond the landwards side of the truss, it has frequently been found advantageous to secure the anchor 22 to the truss in a position, where a still larger portion of the anchor pro-

35 jects beyond the truss, i.e. the seawardly facing junction " 50 of the anchor may be secured, for example, to junction 190 of the truss, or even to junction 142 thereof, thus placing the major portion of the anchor landwardly of the

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truss. The beneficial effect of such an arrangement is to- increasingly counteract any tendency of wind and wave forces acting on the lightweight truss from the waterfront side to

- lift the truss and tilt it over, before the truss has been 5 buried in sand.

In operation, the truss functions sLmilarily to an or¬ dinary solid breakwater or seawall, e.g. of concrete, but with the difference that the screens absorb the energy of ^• the waves less abruptly and allow a considerable portion of 0-the wave water to continue through-, over and beyond the truss. However, a portion of the sand carried by the waves is stopped by the screens and deposited within the area of the truss, and the force of the waves is diminished to a

- certain extent, until it gradually is spent completely in 5 the area within and/or beyond the truss, causing another portion of the wave-carried sand to settle down. The more slowly receding water passes through the screens from be¬ hind, and any sand still carried thereby that not passes through the screens, is deposited behind the same. Repeated 0 wave action of this kind gradually causes the formation of a new dune, which eventually completely buries the truss. The process may take months or merely a few weeks depending upon the frequency and violence of the wave action. Wind- borne sand is, of course, also partially stopped and deposi- 5 ted by the screens, and when the new dune has been building up to the top level of the truss , wind and wave borne sand continues to be deposited and retained landwards of the dune, until the original beach level 12 (Fig. 1) is again approximately restored. As the new formation settles, veg- 0 etation may begin to cover at least parts thereof, and it has been noted that as this development progresses, such vegetation is often greatly stabilized ^' by roots clinging to and winding around the buried screens and struts of the truss. In any case, erosion of the restored beach is per- 5 manently stopped and danger to shore installations due to 'erosion is eliminated. Industrial Applicability

The preferred construction of the strut and screen

assembly described above and shown in the drawings may, of course, be modified to some extent without departing from the scope of the attached claims, as long as the breakwater and dune-forming characteristics thereof are retained. It is noted also, that, if found desirable, the original truss 20 may be enlarged before or ^" after* installation as mentioned above and indicated by dotted lines in Fig; 1.

Each truss may be assembled entirely on the site where it is to be located, or sections thereof may be assembled in a manufacturing plant at some other location and trans¬ ported by truck, train or the like to the site, where the sections are joined together. In either case, the process is very simple and inexpensive. 'Depending upon the width of the beach area, it may also be desirable to erect two or more trusses at different distances from the water front or even, in some cases, at least partly within the water.

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