|Número de publicación||US3298152 A|
|Tipo de publicación||Concesión|
|Fecha de publicación||17 Ene 1967|
|Fecha de presentación||1 Jul 1964|
|Fecha de prioridad||1 Jul 1964|
|Número de publicación||US 3298152 A, US 3298152A, US-A-3298152, US3298152 A, US3298152A|
|Inventores||Lockshaw James J|
|Cesionario original||Lockshaw James J|
|Exportar cita||BiBTeX, EndNote, RefMan|
|Citas de patentes (6), Citada por (27), Clasificaciones (17)|
|Enlaces externos: USPTO, Cesión de USPTO, Espacenet|
Jan. 17, 1967 J oc sH w 3,298,152
INTERCONNECTED SPACED RETICULATED MEMBERS Filed July 1, 1964 2 Sheets-Sheet l new 4a 6 I30- 434 INVENTOR. JAMES J. LQCKSHAW I I BY /4, I40.
ATTORNEY J. J. LOCKSHAW INTERCONNEGTED SPACEIJ RETICULATED MEMBERS INVENTOR.
LOCKSHAW JAMES J.
Jan. 17,, 1967 Filed July 1, 1964 ATTORNEY United States Patent 3,298,152 INTERCONNECTED SPACED RETICULATED MEMBERS James J. Lockshaw, 2882 W. Rome, Anaheim, Calif. 92804 Filed July 1, 1964, Ser. No. 380,987 4 Claims. (Cl. 52-650) This is a continuation-in-part of my now abandoned applicationSerial Number 213,792, filed July 3'1, 1962 for Structural Members. The present invention relates generally to structural members and method of making same, and more particularly to lightweight members for use in constructing substantially any type of article or device.
Many industries presently employ structural members which are formed in substantially the same manner and out of the same basic materials which were used several centuries ago. This is particularly true in the building materials industry wherein structural members formed of wood, steel, or concrete are formed in substantially the same manner as was done many years ago. For instance, almost as long as man has existed he has built his shelter out of wood or similar material.
Within more recent years, however, structural members formed of steel have been used extensively in the construction of large buildings and devices. For instance,
beams made of steel and provided with cross sectional configurations such as I, T, L, and the like have been found useful in providing strong structural members. Also, concrete has found considerable use in the construction of buildings for use as floors, walls andthe like.
Such prior structural members, however, exhibit many shortcomings. For instance, the basic materials such as wood, steel and concrete are extremely heavy so that buildings or machines made of such materials necessarily are quite heavy. Also, such machines become particularly cumbersome due to the fact that the strength to weight ratio of the structural members used therein is extremely small.
In view of the foregoing it is an object of the present invention to provide structural members which have a very high strength to weight ratio.
Another object of the present invention is to teach the construction of structural members which can be used as compression or tension members as desired.
Another object of the present invention is to teach the construction of structural members which are formed of elongated strands woven together in a predetermined pattern.
Another object of the present invention is to teach the construction of structural members as characterized above wherein the elongated strands can be woven together by machines for that purpose.
Another object of the present invention is to provide structural members as characterized above which are constructed to withstand relatively large compressive forces.
Another object of the present invention is to provide structural members, which can be shaped or contoured as desired.
Another object of the present invention is to provide structural members as characterized above which can be formed in a plurality of. sections in accordance with any given strength and dimensional requirements.
Another object of the present invention is to provide structural members as characterized above which are simple and inexpensive to manufacture, and which are rugged and dependable in operation.
Another object of the present invention is to teach a method of constructing structural members having relatively high strength to weight ratio.
Another object of the present invention is to teach a method of constructing structural members by firstly weaving flexible strands in a predetermined geometric pattern and thereafter treating such strands to render them firm and strong.
A further object of the present invention is to teach a method of constructing structural members as characterized above wherein the type of geometric pattern employed renders the structural members exceptionally strong.
A still further object of the present invention is to teach a method of constructing structural members as characterized above wherein a pair of wall members, each of which is formed of a plurality of parallel and right angularly disposed strands, are held in spaced relation and double diagonal intersecting cords are weaved between such spaced wall members to form four diagonal web members between said wall members at predetermined different angles with respect thereto.
The novel features which I consider characteristic of my invention are set forth with particularity in the appended claims. The device itself, however, both as to its organization and mode of operation, together with additional objects and advantages thereof, will best be understood from the following description of specific embodiments when read in connection with the accompanying drawings, in which:
FIGURE 1 is a fragmentary perspective view of a first embodiment of the present invention;
FIGURE 2 is a fragmentary side elevational view of the embodiment of FIGURE 1;
FIGURE 3 is a fragmentary top plan View of the first embodiment;
FIGURE 4 is a fragmentary side elevational view of a second embodiment of the present invention;
FIGURE 5 is a fragmentary side elevational view of a third embodiment of the present invention;
FIGURE 6 is a fragmentary top plan view of a fourth embodiment of the present invention; and,
FIGURE 7 is a fragmentary sectional view taken substantially along line 77 of FIGURE 6 of the drawing.
Like reference characters indicate corresponding parts throughout the several views of the drawings.
Referring to FIGURES 1, 2 and 3 of the drawings, there is shown therein a first embodiment 10 of the present invention. This embodiment comprises a pair of spaced substantially parallel wall members 12 and 14 each of which is formed of a plurality of elongated strands which are arranged in crossed relation to provide a reticulated wall member. For instance, wall member 12 is formed of a plurality of parallel strands, as represented by strands 12a and 1212, which are disposed in spaced relation. Member 12 also includes a plurality of parallel strands represented by strands 12:11, 12:1, 120, 12p, 12g, 12r, 12s and 112i which are disposed at right angles to the strands 12a and 12b. Although not man datory for successful practice of the present invention, it is preferable to have the strands 12111-121 inclusive lie on the outside of the strands 12a and 12]) as will hereinafter be explained.
Wall member 14 is constructed in a similar manner by having strands 14a and 14b in parallel arrangement with the strands 12a and 12b of the wall member 12, and a plurality of strands 14m, 1411, 140, 14 14g, 141', 14s, and 14: in parallel arrangement to the corresponding strands of wall member 12. The strands 14m-14t inclusive, as shown in FIGURES 1, 2 and 3, should overlay the strands 14a and 14b so as to be on the outside of the wall member 14 as will hereinafter be explained in greater detail.
'Such construction of the wall members 12 and 14 provides a pair of reticulated wall members each of which is provided with a plurality of square apertures as indicated at 16a, 18a, 20a, 22a, 24a, 26a and 28a with respect to wall member 12, and at 16b, 18b, 29b, 22b, 24b, 26b and 28!) with respect to wall member 14. Such apertures may have substantially any desired shape. However, it has been found preferable to have the wall members 12 and 14 formed of equally spaced strands which cause such apertures to :be square. Such apertures, however, may be rectangular in shape merely by having increased spacing of the strands lying in one direction with respect to the spacing of the strands lying in the other direction. One essential feature of the present invention is that the apertures of the wall members 12 and 14 be substantially identical in size and shape. members should be so disposed as to provide a plurality of pairs of opposed apertures such as shown at 16a and 16b, 18a and 18b, etc. in FIGURE 1.
With the wall members 12 and 14 disposed in opposed relation as above explained, a plurality of elongated flexible strands are interwoven between such wall members in a predetermined pattern. Although the specific pattern to be hereinafter described is not mandatory for successful practice of the present invention, such pattern has been found desirable to facilitate automatic weaving of the elongated strands by apparatus constructed for that purpose.
Such interwoven strands are connected to and between the wall members 12 and 14 to provide one or more diagonals for the opposed square apertures. That is, referring to FIGURE 1 of the drawings, there is shown therein a strand 30 which extends from the juncture of. the strands 12a and 12m of wall member 12 to the strands 14b and 1411 of wall member 14. This provides a diagonal between the opposed apertures 16a and 1611. In like fashion, there is provided an elongated flexible strand 32 which extends from the juncture of strands 12b and'12m of wall member 12 to the juncture of strands 14a and 14n of wall member 14. Thus, strand 32 provides a second diagonal for the opposed square apertures 12a and 1612.
Each of the strands 30 and 32 is then weaved back and forth between the wall members 12 and 14 in a continuous pattern to provide a supporting plane which is disposed at a predetermined angle to the wall members 12 and 14. That is, as shown in FIGURE 1, elongated strand 30 is extended over strand 1411 behind the strand 14b. Such strand is then brought downwardly toward the juncture of strands 12a and 120 of wall member 12 to provide a diagonal for the opposed apertures 18a and 18b. Strand 30 is then wound under the strand 120 in front of strand 12a as viewed in FIGURE 1, and is then directed upwardly toward the juncture of strands 14b and 14p. Thus, the strand 30 provides a diagonal for the opposed apertures 211a and 20b. Strand 30 is continued the entire width of the structural member 10 to provide a multiplicity of coplaner strands between the wall members 12 and 14.
In a manner similar to that described above with respect to strand 3t), the strand 32 is also weaved between the members 12 and 14, to provide a supporting plane at a predetermined angle with respect to said wall mem bers. That is, the strand 32 is looped over the strand 1422 and is then directed to the juncture of strands 12b and 120 where it is looped around the strand 120. It then extends to the juncture of strand 14a and 14p where it is looped over the strand 14p. Thus, the strand 32 is caused to constitute a diagonal for the opposed apertures Further, such wall 18a and 18b, and for the opposed apertures 20a and 20b.
is looped over the strand and is then directed to the juncture of strands 12a and'12p'.
In like manner, the strand 36 extends from the juncture of strand 12b and Hit to the juncture of strand 14a and 140. It is then looped over the strand 140 and is directed toward the juncture of strands 12b and 12;).
Thus, the above explained arrangement of flexible strands provides each pairv of opposed square apertures with four diagonally arranged strands. That is, with the wall members 12 and 14 positioned so as to provide a plurality of pairs of opposed apertures, the above explained weaving of the strands 30, 32, 34 and 36 provides four diagonally arranged strands for each pair of opposed apertures. This is perhaps most clearlyshown in FIG- URE 3 of the drawings.
In view of the above interweaving of the strands 30, 32, 34 and 36, it is preferable to have the strands which support such interconnecting members on the outside of the respective wall member. That is, since the strands 14m, 14n, 140, 14p, 14: 141', 14s and Mt of wall member 14 support the corresponding ones of the strands 30, 32, 34 and 36, they should be disposed on the outside of strands 14a and 141). In like manner, the strands-12m, 1211, 120, 12p, 12:1, 121', 12s and 112i of wall member 12 should be disposed on the outside of strands 12a and 12b.
The above described arrangement causes each diagonally arranged strand to form an acute angle with both of the wall members 12 and 14. Further, since the said wall members are in parallel spaced relation, each diagonally arranged strand therebetween provides a pair of oppositely disposed acuteangles and a pair of oppositely disposed obtuse angles with said wall mem bers.
Additionally, it will be seen that the four diagonals of each pair of opposed apertures provide, with the Wall members 12 and 14, supporting planes which are quadrangularly disposed.
In like manner, it will be seen that each of the elongated continuous strands 3-0, 32, 34 and 36 provides a continuous coplanar supporting structure from one end of the structural member 10 to the other end thereof. However, each such place is disposed at an angle to the wall members 12 and 14 with two such planes being in one direction while the other planes are disposed in the opposite direction. Thus, there is provided oppositely disposed supporting planes.
After the structural member 10 is formed as above explained, all of the strands are impregnated with any appropriate material for providing rigidity and strength thereto. That is, the entire structural member 10 can then be dipped into any appropriate resin which will adhere to the various strands and, upon solidification, will cause said strands to become extremely rigid and firm. In this regard, it should be noted that the four diagonal strands of each pair of opposed apertures intersect at substantially the same given point. That is shown most clearly in FIGURES 2 and 3 where point 40 is the intersection of the diagonal strands of opposed apertures 18a and 18b. When the structural member 10 is coated with the resin material, the intersection of the various strands are virtually welded together as at the above mentioned point 40. This provides a pair of opposed pyramids which are extremelystrong. As will be readily understood by those persons skilled in the art, the resin can be applied to structural member 10 in substantially any manner as by painting, spraying or the like in addition to the aforementioned clipping of the entire structure in liquid resin.
It has also been found desirable for certain applications to impregnate the strands prior to the aforementioned weaving operation. Various types of resin materials are suitable for this purpose. However, such strands after being impregnated or Wetted with the resin must remain flexible and pliable' in order to be weaved as above explained. Thereafter, in accordance with the characteristics of the particular resin used, it may be solidified by the application thereto of heat or the addition of a catalyst. In any event, it is necessary that the impregnated strands initially be flexible, and then, after the weaving operation has been completed, that they become firm and strong.
After the resin solidifies the structural member is a firm unitary structure which, due to the multiplicity of resin coated strands disposed at predetermined angles to the wall members 12 and 14, can withstand exceptionally large forces.
As shown in FIGURE 4 of the drawings, the structural member 10 of FIGURE 1 can be further modified by having an appropriate filler 50 disposed between the wall members 12 and 14 about the multiplicity of strands therebetween. Such filler may take the form of synthetic resinous foam such as polyurethane or the like. Additionally, a pair of substantially smooth coverings or skins 52 and 54 may be applied to the external surfaces of the wall members 12 and 14 to provide substantial-1y smooth opposite surfaces for the entire structural memher. As will be readily understood by those persons skilled in the art, a given structural member can be provided with either or both of the filler 50 and the pair of skins 52 and 54 as desired.
The skins 52 and 54 may be formed of substantially any material and may be bonded to the respective wall members by any one of various resins or resin foam systems. In this regard, it has been found that by using a resin foam to bond the skins to the wall members a pair of spaced sections of solidified foam are provided. Such sections of solid foam together with the dead air space therebetween provide a structural member having exceptional insulation properties with respect to both temperature and sound, and unusually good acoustical properties.
FIGURE 5 shows a further embodiment of the present invention wherein there is provided a pair of structural members 60 and 62 each of which is constructed in accordance with the above explained structural member 10 of FIGURE 1. However, both of the members 60 and 62 are connected to a common reticulated wall member 64 therebetween. This embodiment provides a structural member which is thicker without causing the interconnecting strands to be so long as to effectively weaken the resulting structure. That is, the strength of the structural member 10 of FIGURE 1 is due in part to the relative angular disposition of the four diagonal strands of each pair of opposed apertures. As the wall members are separated a greater distance, such angular disposition is decreased to a point where an appreciable amount of strength of the configuration is lost. To avoid this, the structural members 60 and 62 are arranged back-to-back to provide a structural member having a considerably deeper cross section.
The embodiment shown in FIGURES 6 and 7 also comprises a pair of substantially parallel spaced reticulated wall members 70 and 72. Each such wall member is comprised of a plurality of cross strands to provide a multiplicity of substantially square apertures as above explained with reference to the first embodiment. The wall members 70 and 72 are arranged such that there is provided a plurality of pairs of opposed square apertures.
Diagonal strands are then weaved back and forth between the spaced wall members 70 and 72. Each strand is caused to follow along a series of opposed square apertures which are diagonally arranged in the said wall members. That is, as shown most clearly in FIGURES 6 and 7 of the drawings, the strand 74 is caused to be woven as a diagonal for the opposed apertures identified generally as 76 and '78. The strand 74 is above the wall member 72 at point 80 and thereafter extends downwardly to pass beneath the wall member 70 at point 82. Thereafter, it extends upwardly so as to pass over the wall member 72 at point 84, Thus, the strand 74 con- 6 stitutes diagonals of the opposed apertures identified generally as 76 and 78.
In like fashion, the strand 86 immediately behind strand 74 as viewed in the sectional drawing of FIGURE 7, is positioned over the wall member 72 at points 83 and 9d while being beneath the wall member at points 92 and 9'4. Immediately behind strand as are strands and 102 which are arranged in similar manner with respect to the wall members 70 and '72.
In addition, there are diagonal members such as shown at 164, 166, 108 and 110 which extend generally at right angles to the diagonal members 74, 86, 100 and 102. The strand 104, for instance, is positioned above the wall member 72 at point 112 while being beneath the wall member 70 at points 114 and 116. To avoid needlessly confusing FIGURE 7 of the drawings, the strands 164, we, 1&8 and 110 have been omitted.
It is thus seen that the embodiment of FIGURES 6 and 7 comprises a plurality of opposed square apertures in each of which there is provided a pair of diagonal strands, Further, it is seen that each adjacent pair of opposed apertures are provided with diagonal members which extend in opposite angular relation. Thus, there is provided angularly disposed diagonal members which provide quadrangularly arranged supporting planes. That is, one quarter of the diagonally arranged supporting strands of this embodiment provides a supporting plane which extends in agiven direction with respect to the spaced wall members 7t and 72. Each remaining quarter of the supporting strands provides a supporting plane in a direction separate and apart from the supporting planes afforded by the other strands. Thus, the supporting strands in the embodiment of FIGURES 6 and 7 provide four quadrangularly arranged supporting planes.
It is contemplated that the embodiment of FIGURES 6 and 7 be provided with a resinous coating as above explained with respect to the first embodiment. Such coating can be applied by dipping, spraying, painting or the like, or by impregnating the strands as explained above with respect to the first embodiment.
It is contemplated within the purview of this invention that the strands used in any of the embodiments may be formed of substantially any type of flexible material. For instance, such strands may be formed of cotton fiber, or they may be formed of glass, metal, Orlon, nylon, hemp or any appropriate synthetic material. Also, the coating for the fibers can be substantially any hardening material such as ordinary glue, shellac or any of the synthetic resins.
Regarding the use of metallic strands to form the su ject structural members, it is contemplated that after the flexible metallic strands have been weaved as herein-before described, the various junctures may be welded, brazed, soldered, or fastened together in any other appropriate manner. In fact, it is thought that the entire structure can be dip-soldered or dip-brazed, or that such junctures may be welded by either gas or arc welding operations. Also, the metallic structure may be rigidized by coating the strands with appropriate hardeners, or such metallic members may be heat-treated to remove the flexible nature and to render the same strong and rigid.
It is thus seen that the present invention provides structural members which are extremely light in weight but which provide relatively high tensile and compressive strength. The strength to weight ratio of the structural members of the present invention is extremely high. Thus, such structural members find particular use in the manufacture of airframes which require light weight members which are extremely strong.
Although I have shown and described certain specific embodiments of my invention, I am fully aware that many modifications thereof are possible. My invention, therefore, is not to be restricted except insofar as neces- 7 sitated by the prior art and by the spirit of the appended claims.
1. A structural member comprising in combination, a pair of spaced substantially parallel reticulated wall members each formed of a plurality of parallel and crossed elongated flexible glass fiber strands joined together at each juncture providing corners of apertures, said pair of wall members providing a plurality of pairs of aligned substantially identical spaced apertures each aperture having at least two pairs of opposed corners, the sole support for said wall members comprising a flexible elongated glass fiber support member extended from each corner of each aperture of one wall to the diagonally opposite corner of its aligned aperture of the other wall, said glass fiber strands and support members being impregnated and stiffened with a hardener to provide increased compressive strength for said fibers and to provide a strong juncture of said strands at the corners of said apertures.
2. A structural member comprising in combination, a pair of spaced substantially parallel recticulated wall members each wall member formed of a plurality of parallel strands and an equal number of spaced strands at right angles thereto said pair of wall members providing a plurality of pairs of aligned substantially identical spaced opposed squares each square having four sub stantially equally spaced corners, the sole support for said wall members comprising a support member extending from each corner of each square of one wall to the diagonally opposite corner of its aligned square of the other Wall, said strands and support members each being formed of a flexible elongated strand of glass fiber impregnated and stiffened with a hardener to provide increased compressive strength thereto, whereby a strong structural member is thereby provided.
3. A structural member according to claim 2 wherein said hardener also surrounds and stitfens the junctures of all adjacent glass fibers to strengthen said junctures and provide increased strength for the resulting structural member.
4. A structural member according to claim 3, wherein said sole support comprises said four diagonal support members for each pair of opposed squares, said support members for each pair of opposed squares crossing each other and being adjacent each other intermediate the respective opposed squares, said hardener surrounding and stiffening said support members to provide a strong juncture thereof intermediate the respective squares.
References Cited by the Examiner FRANK L. ABBOTT, Primary Examiner. L. R. RADANOVIC, A. C. PERI-1AM,
|Patente citada||Fecha de presentación||Fecha de publicación||Solicitante||Título|
|US2199152 *||27 Ene 1937||30 Abr 1940||Edge Alfred J||Building construction|
|US2361023 *||19 Sep 1940||24 Oct 1944||T C Dethloff||Fly swatter|
|US2670819 *||29 Abr 1949||2 Mar 1954||Charles N Stanley||Truss structure|
|US2939206 *||1 Mar 1955||7 Jun 1960||Keller Stefan||Method of manufacturing open-web metal joists|
|US2976968 *||18 Ene 1956||28 Mar 1961||Arthur Edward Fentiman||Wall construction|
|IT556339B *||Título no disponible|
|Patente citante||Fecha de presentación||Fecha de publicación||Solicitante||Título|
|US3751869 *||4 Oct 1971||14 Ago 1973||Mcdonald J||Wire support structure|
|US4014147 *||31 Mar 1976||29 Mar 1977||Ludwig Wesch||Heat-insulating construction element for reinforcing double-walled pressure tanks|
|US4104842 *||25 Feb 1977||8 Ago 1978||Rockstead Raymond H||Building form and reinforcing matrix|
|US4505019 *||2 Mar 1983||19 Mar 1985||Deinzer Dietrich F||Method of forming construction panel|
|US4706430 *||8 Ago 1986||17 Nov 1987||Shimizu Construction Co., Ltd.||Concrete reinforcing unit|
|US4805367 *||26 Jun 1987||21 Feb 1989||Kleckner John R||Ventilating support for roof insulation|
|US4876143 *||3 Jul 1986||24 Oct 1989||Shimizu Construction Co., Ltd.||Rod material|
|US5025605 *||4 Dic 1989||25 Jun 1991||Shimizu Construction Co., Ltd.||Meshwork reinforced and pre-stressed concrete member, method and apparatus for making same|
|US6701683 *||6 Mar 2002||9 Mar 2004||Oldcastle Precast, Inc.||Method and apparatus for a composite concrete panel with transversely oriented carbon fiber reinforcement|
|US6898908||24 Abr 2003||31 May 2005||Oldcastle Precast, Inc.||Insulative concrete building panel with carbon fiber and steel reinforcement|
|US7100336||3 Feb 2004||5 Sep 2006||Oldcastle Precast, Inc.||Concrete building panel with a low density core and carbon fiber and steel reinforcement|
|US7155872 *||5 Dic 2002||2 Ene 2007||Francom Larry R||Open frames for providing structural support and related methods|
|US7563497 *||27 Dic 2004||21 Jul 2009||Mkp Structural Design Associates, Inc.||Lightweight, rigid composite structures|
|US7627997||1 Abr 2005||8 Dic 2009||Oldcastle Precast, Inc.||Concrete foundation wall with a low density core and carbon fiber and steel reinforcement|
|US20040065034 *||24 Abr 2003||8 Abr 2004||Messenger Harold G||Insulative concrete building panel with carbon fiber and steel reinforcement|
|US20040107669 *||5 Dic 2002||10 Jun 2004||Francom Larry R.||Open frames for providing structural support and related methods|
|US20040206032 *||3 Feb 2004||21 Oct 2004||Messenger Harold G||Concrete building panel with a low density core and carbon fiber and steel reinforcement|
|US20050258572 *||2 May 2005||24 Nov 2005||Messenger Harold G||Insulative concrete building panel with carbon fiber and steel reinforcement|
|US20050262786 *||4 May 2005||1 Dic 2005||Messenger Harold G||Concrete foundation wall with a low density core and carbon fiber and steel reinforcement|
|US20060000171 *||1 Abr 2005||5 Ene 2006||Messenger Harold G||Concrete foundation wall with a low density core and carbon fiber and steel reinforcement|
|US20060141232 *||27 Dic 2004||29 Jun 2006||Zheng-Dong Ma||Lightweight, rigid composite structures|
|US20060218870 *||1 Abr 2005||5 Oct 2006||Messenger Harold G||Prestressed concrete building panel and method of fabricating the same|
|US20060236627 *||31 Mar 2006||26 Oct 2006||Messenger Harold G||Combination lift and anchor connector for fabricated wall and floor panels|
|US20070144093 *||6 Jul 2006||28 Jun 2007||Messenger Harold G||Method and apparatus for fabricating a low density wall panel with interior surface finished|
|US20080104913 *||5 Jul 2007||8 May 2008||Oldcastle Precast, Inc.||Lightweight Concrete Wall Panel With Metallic Studs|
|DE3916293A1 *||19 May 1989||22 Nov 1990||Peter Winker||Grid wiring for fence - has grid bars with moulded loops forming openings for other wires|
|WO2004053260A2 *||5 Dic 2003||24 Jun 2004||Francom Larry||Open frames for providing structural support and related methods|
|Clasificación de EE.UU.||52/649.6, 52/309.5, 52/650.2, 52/309.11, 52/654.1, 52/309.7|
|Clasificación internacional||B64C1/08, E04C2/10, B64C1/00, E04C2/40, E04C2/22|
|Clasificación cooperativa||B64C1/08, E04C2/40, E04C2/22|
|Clasificación europea||E04C2/40, E04C2/22, B64C1/08|