US2033831A - Self locking interlocking wall construction - Google Patents
Self locking interlocking wall construction Download PDFInfo
- Publication number
- US2033831A US2033831A US18413A US1841335A US2033831A US 2033831 A US2033831 A US 2033831A US 18413 A US18413 A US 18413A US 1841335 A US1841335 A US 1841335A US 2033831 A US2033831 A US 2033831A
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- blocks
- slabs
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- Expired - Lifetime
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- 238000010276 construction Methods 0.000 title description 10
- 210000003739 neck Anatomy 0.000 description 7
- 210000002105 tongue Anatomy 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 206010022000 influenza Diseases 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0297—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is less than the wall thickness
Definitions
- This invention relates to an interlocking wall construction.
- Another feature of the present invention is to provide pockets in the blocks and cells between the confronting faces of the slabs and blocks which cells-may be utilized for heating and cooling the buildings as well as spaces through which may be run plumbing and electric conduits so as to conceal them in the wall.
- Figure l is a portion of a wall, partly broken away, ;laid with the concrete blocks and slabs in accordance with the principle of the present in- 4 5 vention.
- Figure 2 is a perspective view of one of the blocks of the wall.
- Figure 3 is a'longitudinal section through the " Figure 4 is a. perspective view of'one of the facing slabs of the present invention.
- the slabs B are also laid in courses indicated 15 by numerals 60, BI and 62 beginning with the lower course.
- the lower course 60 is formed of slabs B one'half the height of the regular size slabs and for'this purpose slabs B may be out in half longitudinally, or they may be cast in a 2'0 mold only half as deep as the mold for the regular slabs.
- the length of slabs on the lower course 60 are otherwise identical with the regular size slabs.
- are laid so that the vertical joints of the overlying and underlying courses 62 and 60 are broken. Furthermore, it will be noted that the longitudinal joints of the courses of blocks are broken respect to the longitudinal joints of the courses v of the slabs.
- the slabs B are one and one half times the height of the blocks and so as to make the keys on the ends of the ribs mesh with the keyways on the centers and ends of the'blocks, as will hereafter appear, the slabs are one and one half times the length ,of the blocks. 7 a
- the initial course of slabs 60 is laid to a straight line. Then the rear initial course 5
- Each slab B is a rectangular concrete panel very much thinner than the thickness of the blocks.
- This slab has a flat outer face I0 and a flat upper and lower face II.
- the slab has a tongue I2 on the inner portion of one side edge which merges with a square shoulder I3 on the outer portion of the same edge.
- On the opposite side edge the slab is formed with a groove I4 on the inner portion which merges with an inset ledge I 5.
- the tongues I2 intermesh with grooves I4 while shoulders I3 abut ledges I5 on the adjacent slabs in the same course, and fiat upper and lower faces II of the slabs of the courses abut one another.
- each slab Projecting rearwardly from the inner face of each slab are three spacing ribs indicated at I6, I1 and I8.
- the ribs are equally and longitudinally spaced from each other, and are arranged in parallel vertical position, are co-extensive with the height of the slabs and the flat upper and lower edges of the ribs are flush with the flat upper and lower faces of the slabs.
- One side 20 of each end rib I6 is fiat and this side is outset with respect to the ledge I5 which relation breaks the vertical joints between the slabs.
- rib I6 curves inwardly from the inner face of the slabs to a point outwardly of the heads I9 and at this point the ribs flatten out to provide fiat shanks or necks 2
- Both sides of the other ribs I1 and I8 curve inwardly on the same radii as the curved inside of the end ribs I6 and they also flatten out adjacent the heads I9 to form flat shanks or necks 22 on the keys l9a.
- each slab is always formed at one end of the slab while the rib I8 is always spaced equally inwardly from the other side of the slab to provide proper spacing and interlocking as shown in Figure 3 of the drawings.
- each block has a body portion of block form.
- the block has a flat top and bottom face 25 which abut one another when laid in courses.
- Extending from the top to bottom faces in each block are rectangular openings or pockets 26 adjacent each end. Since these pockets 26 in each block are the same size and uniformly spaced from the ends of the block and from each other, they will register with each other or with the pockets in the ends of the blocks throughout the height of the wall because when the blocks and slabs are interlocked as shown in Figure 3 of the drawings they are brought into alignment.
- a keyway indicated generally at 21a consisting of a guide slot 21 which receives the necks 2
- the blocks are formed with recesses 29 and 30 and these recesses terminate short of the corners of the blocks to provide shoulders 3I on the outside of the recess and shoulders 32 on the inside of the recess. Shoulders 3I abut each other but due to the shoulders 32 being stepped inwardly there are guide slots 33 between the faces of inset shoulders 32 when the blocks are laid in end to end relation.
- the oneside portion ofwhich conformably grips the heads I9 and guide slots 33 receive necks or shanks 2I or 22 of the keys I9a.
- pockets 34 and guide slots 33 form a keyway which performs the same function as the keyways 21a in the centers of the blocks. Furthermore, pockets 34 and guide slots 33 register with guide slots 27a in the overlying and underlying courses of blocks so that the keys I9a not only lock the blocks of the courses together but lock the ends of adjacent blocks at the same course together.
- the slabs B are approximately one and one half times the length of the blocks and approximately one and one half times the height of the blocks. This relation of one to the other breaks longitudinal joints between the blocks and slabs when they are laid like in Figure 1 of the drawings.
- the guides and pockets 33, 34 forming the keyways at the ends of theblocks and keyways 21a in the middle of the blocks are uniformly spaced to receive the uniformly spaced shanks on necks and heads on the keys I9a.
- the free portions on the sides of the slabs permit the keys I901. to align and seat in the respective keyways either in the center'or the ends of the blocks. It is believed that reference to Figures 1 and 3 of the drawings will give a clear understanding of the relation of the joints of the courses and of slabs to the courses of the blocks when taken in conjunction with the foregoing description without a more detailed description thereof. 7
- a slab facing for interlocking with a block wall comprising a flat rectangular body, no less than three vertically extending lateral ribs carried by the fiat body, each of said ribs terminating in a shank and a segmental key on their free ends and the ribs being equal in height to the height of the flat body, one of the ribs being at one end of the body and another rib located intermediate the ends of the body, a tongue on a portion of one side edge and a groove on a portion of the other side edge of the body arranged in offset relation with respect to the end edges so as to break the vertical joints between contiguous bodies in the same course.
- a unit comprising a block body formed with inset recesses in the end faces coextensive with the height of the block, said recesses terminating short of the vertical side corners to provide flat shoulders between the recesses and the vertical side corners whereby the confronting recesses of contiguous blocks in the same course form a keyway to receive the head of a lateral key on a parallel course of masonry and the shoulders of contiguous blocks on the same course form a lateral slot entering the keyway to receive the shank on the lateral key on the parallel course of masonry.
- a unit comprising a block body formed with inset recesses in the end faces coextensive with the height of the block, said recesses terminating short of the vertical side corners to provide flat shoulders between the recesses and the vertical side corners whereby the confronting recesses of contiguous blocks in the same course form a keyway to receive the head of a lateral key on a parallel course of masonry and the shoulders of contiguous blocks on the same course form a lateral slot entering the keyway to receive the shank on the lateral key on the parallel course of masonry,
- a self-locking interlocking wall construction fabricated with parallel courses of blocks and facing slabs wider than the blocks, the blocks pro vided with recesses in the end faces opening outwardly to form keyways in the joints between the ends of the blocks, one side face of the blocks formed between the ends with keyways, the facing slabs formed with lateral spacing ribs engaging confronting portions of the blocks toprovide cells between the ribs and the confronting faces of the blocks and slabs, said ribs terminating in keys engageable in said keyways to interlock the adjacent blocks of one course together and the two adjacent courses, and also look the blocks and slabs together, and interlocking tongue and groove joints between the confronting ends of the slabs of each course.
- a self locking interlocking wall construction fabricated with parallel courses of blocks and facing slabs wider than the blocks, the blocks equipped with recesses in the end faces to provide keyways in the joints between adjacent blocks, and said blocks formed with keyways in the centers of one side face, facing slabs equipped with lateral spacing ribs terminating in keys engageable in said keyways to interlock the slab courses with the block courses and also to lock the block courses together.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Description
mam
March 1@, 1936. 5 JENSEN SELF LOCKING INTERLOGKING WALL CONSTRUCTION Filed April 26, 1935 2 Sheets-Sheet 1 Invenlor jflafeweiz T. E. JENSEN Mar ch 10, 19 36.
SELF LOCKING INTERLOCKING WALL CONSTRUCTION Filed April 26, 1935 2 Sheets-Sheet 2 Inventm' Ato'mey awia M Patented Mar. 10, 1936 UNITED STATES PATENT OFFICE SELF LOCKING INTERLOCKING WALL CONSTRUCTION Talina E. Jensen, Omaha, Nebr.
Application April 26, 1935, Serial No. 18,413
This invention relates to an interlocking wall construction.
5 Claims.
mortar bonds in the construction thereof.
Another feature of the present invention is to provide pockets in the blocks and cells between the confronting faces of the slabs and blocks which cells-may be utilized for heating and cooling the buildings as well as spaces through which may be run plumbing and electric conduits so as to conceal them in the wall.
Further objects of theinvention are to provide a wall construction of the character referred to that is strong, compact and durable, thoroughly reliable for its intended purpose, that conforms to-block and slab manufacturing prac tice, and that is comparatively inexpensive to manufacture thereby facilitating economical building construction.
unto appended.
In the drawings wherein like reference char.- io" actors denote corresponding parts throughout the several views:
1 Figure l is a portion of a wall, partly broken away, ;laid with the concrete blocks and slabs in accordance with the principle of the present in- 4 5 vention.
Figure 2 is a perspective view of one of the blocks of the wall.
l wall. 50
Figure 3 is a'longitudinal section through the "Figure 4 is a. perspective view of'one of the facing slabs of the present invention.
FigureS-is almodified form of a concrete block used when it is desired to face both the inside and outside ofthe wall with the slab of the pres- 5; m; invention.
Referring to the drawings in detail and particularly Figures 1 and 2 wherein is disclosed a wall laid in one of several ways utilizing the present invention, wherein concrete slabs B are used on only one face of the wall,it will be seen that 5 the concrete blocks A are laid in superimposed courses. Each block A of each course is laid in end to end relation and the four bottom courses of the blocks are selected for illustration and indicated at 5!, 52, 53 and 54. The blocks 10 of one course 52 are laid so that the vertical joints of the overlying and underlying courses 53 and El respectively are broken by exactly one half thelength of the block.
The slabs B are also laid in courses indicated 15 by numerals 60, BI and 62 beginning with the lower course. The lower course 60 is formed of slabs B one'half the height of the regular size slabs and for'this purpose slabs B may be out in half longitudinally, or they may be cast in a 2'0 mold only half as deep as the mold for the regular slabs. The length of slabs on the lower course 60 are otherwise identical with the regular size slabs. The slabs B of the one course 6| are laid so that the vertical joints of the overlying and underlying courses 62 and 60 are broken. Furthermore, it will be noted that the longitudinal joints of the courses of blocks are broken respect to the longitudinal joints of the courses v of the slabs. For that reason the slabs B are one and one half times the height of the blocks and so as to make the keys on the ends of the ribs mesh with the keyways on the centers and ends of the'blocks, as will hereafter appear, the slabs are one and one half times the length ,of the blocks. 7 a
In constructing the Wall'the initial course of slabs 60 is laid to a straight line. Then the rear initial course 5| of they blocks is laid by sliding the keywaysin the centers of the blocks 40 down over the keys on the slabs as will hereafter appear. Following the laying of the blocks and the slabson the initial courses then the second course El of the slabs is laid on the initial v ou 69 wi h t e k t locki with h 4 remaining keyways in the initial course of blocks 5i. Then two courses of blocks 52, 5 3 are laid on the initial course 5| by sliding the keyways down over the keys on the slabs. The routine of layingtwo courses of blocks to one of the slabs continues upwardly until the building wall is completed.
It is pointed out that there is no mortar bonds between the joints of the coursesof blocks or slabs since the keys on the slabs interlock the slabs to the concrete blocks and also interlocks the blocks of the courses together.
Each slab B is a rectangular concrete panel very much thinner than the thickness of the blocks. This slab has a flat outer face I0 and a flat upper and lower face II. The slab has a tongue I2 on the inner portion of one side edge which merges with a square shoulder I3 on the outer portion of the same edge. On the opposite side edge the slab is formed with a groove I4 on the inner portion which merges with an inset ledge I 5. The tongues I2 intermesh with grooves I4 while shoulders I3 abut ledges I5 on the adjacent slabs in the same course, and fiat upper and lower faces II of the slabs of the courses abut one another.
Projecting rearwardly from the inner face of each slab are three spacing ribs indicated at I6, I1 and I8. The ribs are equally and longitudinally spaced from each other, and are arranged in parallel vertical position, are co-extensive with the height of the slabs and the flat upper and lower edges of the ribs are flush with the flat upper and lower faces of the slabs. On the outer free ends the ribs each merge with the center of the chord side of the segmental heads I9, which heads are a part of the locking keys indicated at I9a. One side 20 of each end rib I6 is fiat and this side is outset with respect to the ledge I5 which relation breaks the vertical joints between the slabs. The other side of rib I6 curves inwardly from the inner face of the slabs to a point outwardly of the heads I9 and at this point the ribs flatten out to provide fiat shanks or necks 2| on the keys I9a. Both sides of the other ribs I1 and I8 curve inwardly on the same radii as the curved inside of the end ribs I6 and they also flatten out adjacent the heads I9 to form flat shanks or necks 22 on the keys l9a. These necks 2| and 22 fit in the keyways between the ends of the blocks and in the centers of the blockswhile the curvature of the ribs at the points where the shanks or necks merge forms a buttress to prevent lateral movement between the blocks and the slabs all of which will appear from an inspection of Figure 3 of the drawings. Thus it will be seen that there are closed arched cells 23 between the inner face of the slabs and the inner faces of the blocks when they are laid in locked relation, which cells form a continuous chamber throughout the height of the building wall and this chamber may be used for concealing plumbing or electric conductors or may be utilized for flues in heating or refrigerating the building.
The end ribs I6 of each slab is always formed at one end of the slab while the rib I8 is always spaced equally inwardly from the other side of the slab to provide proper spacing and interlocking as shown in Figure 3 of the drawings.
Now, referring to the blocks A used in constructing a wall with facing slabs on one side only, one of which blocks is shown in Figure 2 it will be seen that each block has a body portion of block form. The block has a flat top and bottom face 25 which abut one another when laid in courses. Extending from the top to bottom faces in each block are rectangular openings or pockets 26 adjacent each end. Since these pockets 26 in each block are the same size and uniformly spaced from the ends of the block and from each other, they will register with each other or with the pockets in the ends of the blocks throughout the height of the wall because when the blocks and slabs are interlocked as shown in Figure 3 of the drawings they are brought into alignment.
Extending from the center of the inside face 29a inwardly is a keyway indicated generally at 21a consisting of a guide slot 21 which receives the necks 2| or 22 and this slot merges in the center of the segmental shaped cavities 28 the latter receiving the heads I9 on the keys I9a. In each end the blocks are formed with recesses 29 and 30 and these recesses terminate short of the corners of the blocks to provide shoulders 3I on the outside of the recess and shoulders 32 on the inside of the recess. Shoulders 3I abut each other but due to the shoulders 32 being stepped inwardly there are guide slots 33 between the faces of inset shoulders 32 when the blocks are laid in end to end relation.
When the blocks are assembled recesses 29 and 30 in the confronting ends of adjacent blocks of the same course form rectangular pockets 34,
the oneside portion ofwhich conformably grips the heads I9 and guide slots 33 receive necks or shanks 2I or 22 of the keys I9a.
It will thus be seen that the pockets 34 and guide slots 33 form a keyway which performs the same function as the keyways 21a in the centers of the blocks. Furthermore, pockets 34 and guide slots 33 register with guide slots 27a in the overlying and underlying courses of blocks so that the keys I9a not only lock the blocks of the courses together but lock the ends of adjacent blocks at the same course together.
Where dual facing slabs B are used it is necessary to make recesses 28 on keyways 21a, referring to Figure 5, in each side of the blocks A in alignment with one another. At the same time, shoulders 3|, 32 adjoining the recesses 29 and 30 at the ends of the blocks are flush with each other. This construction gives keyways 21a in the center on each side of the block just like keyways 2'Ia and the keyways between the ends of the blocks on each side similar to the keyways formed by the pockets 34 and guide slots 33, in the use of single facing slabs in Figure 3 of the drawings. In all other respects the blocks are formed alike. By forming the blocks with keyways in the ends and the sides on each side of the block one slab B may be used on each face of the wall where double facing slabs are required.
The slabs B are approximately one and one half times the length of the blocks and approximately one and one half times the height of the blocks. This relation of one to the other breaks longitudinal joints between the blocks and slabs when they are laid like in Figure 1 of the drawings. The guides and pockets 33, 34 forming the keyways at the ends of theblocks and keyways 21a in the middle of the blocks are uniformly spaced to receive the uniformly spaced shanks on necks and heads on the keys I9a. The free portions on the sides of the slabs permit the keys I901. to align and seat in the respective keyways either in the center'or the ends of the blocks. It is believed that reference to Figures 1 and 3 of the drawings will give a clear understanding of the relation of the joints of the courses and of slabs to the courses of the blocks when taken in conjunction with the foregoing description without a more detailed description thereof. 7
Having thus described the invention, what is claimed as new is: r
V l. A slab facing for interlocking with a block wall comprising a flat rectangular body, no less than three vertically extending lateral ribs carried by the fiat body, each of said ribs terminating in a shank and a segmental key on their free ends and the ribs being equal in height to the height of the flat body, one of the ribs being at one end of the body and another rib located intermediate the ends of the body, a tongue on a portion of one side edge and a groove on a portion of the other side edge of the body arranged in offset relation with respect to the end edges so as to break the vertical joints between contiguous bodies in the same course.
2. A unit comprising a block body formed with inset recesses in the end faces coextensive with the height of the block, said recesses terminating short of the vertical side corners to provide flat shoulders between the recesses and the vertical side corners whereby the confronting recesses of contiguous blocks in the same course form a keyway to receive the head of a lateral key on a parallel course of masonry and the shoulders of contiguous blocks on the same course form a lateral slot entering the keyway to receive the shank on the lateral key on the parallel course of masonry.
3. A unit comprising a block body formed with inset recesses in the end faces coextensive with the height of the block, said recesses terminating short of the vertical side corners to provide flat shoulders between the recesses and the vertical side corners whereby the confronting recesses of contiguous blocks in the same course form a keyway to receive the head of a lateral key on a parallel course of masonry and the shoulders of contiguous blocks on the same course form a lateral slot entering the keyway to receive the shank on the lateral key on the parallel course of masonry,
and the shoulder to one side of the recess being stepped inwardly with respect to the shoulder to the'other side of the recess so as to form said slot on only one side of the block and an abutting joint between the shoulders on the other side of the block.
4. A self-locking interlocking wall construction fabricated with parallel courses of blocks and facing slabs wider than the blocks, the blocks pro vided with recesses in the end faces opening outwardly to form keyways in the joints between the ends of the blocks, one side face of the blocks formed between the ends with keyways, the facing slabs formed with lateral spacing ribs engaging confronting portions of the blocks toprovide cells between the ribs and the confronting faces of the blocks and slabs, said ribs terminating in keys engageable in said keyways to interlock the adjacent blocks of one course together and the two adjacent courses, and also look the blocks and slabs together, and interlocking tongue and groove joints between the confronting ends of the slabs of each course.
5. A self locking interlocking wall construction fabricated with parallel courses of blocks and facing slabs wider than the blocks, the blocks equipped with recesses in the end faces to provide keyways in the joints between adjacent blocks, and said blocks formed with keyways in the centers of one side face, facing slabs equipped with lateral spacing ribs terminating in keys engageable in said keyways to interlock the slab courses with the block courses and also to lock the block courses together.
TALMA E. JENSEN.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US18413A US2033831A (en) | 1935-04-26 | 1935-04-26 | Self locking interlocking wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US18413A US2033831A (en) | 1935-04-26 | 1935-04-26 | Self locking interlocking wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2033831A true US2033831A (en) | 1936-03-10 |
Family
ID=21787788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US18413A Expired - Lifetime US2033831A (en) | 1935-04-26 | 1935-04-26 | Self locking interlocking wall construction |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2033831A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2881613A (en) * | 1955-06-23 | 1959-04-14 | Structural Clay Products Res F | Reinforced brick masonry wall and brick therefor |
| US3421278A (en) * | 1966-02-04 | 1969-01-14 | Victor Christ Janer | Structurally augmented,faced,masonry barrier |
| US4263765A (en) * | 1978-09-13 | 1981-04-28 | One Design Inc. | High mass wall module for environmentally driven heating and cooling system |
| EP0282679A1 (en) * | 1987-03-20 | 1988-09-21 | Rolf Scheiwiller | Set of elements for composite constructions |
| EP0319465A1 (en) * | 1987-12-01 | 1989-06-07 | Willi Ruckstuhl | Set of concrete wall stones for constructing a day-stacked wall |
| USD952189S1 (en) * | 2020-03-06 | 2022-05-17 | Anthony Joseph Martin | Wall |
-
1935
- 1935-04-26 US US18413A patent/US2033831A/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2881613A (en) * | 1955-06-23 | 1959-04-14 | Structural Clay Products Res F | Reinforced brick masonry wall and brick therefor |
| US3421278A (en) * | 1966-02-04 | 1969-01-14 | Victor Christ Janer | Structurally augmented,faced,masonry barrier |
| US4263765A (en) * | 1978-09-13 | 1981-04-28 | One Design Inc. | High mass wall module for environmentally driven heating and cooling system |
| EP0282679A1 (en) * | 1987-03-20 | 1988-09-21 | Rolf Scheiwiller | Set of elements for composite constructions |
| US4922678A (en) * | 1987-03-20 | 1990-05-08 | Rolf Scheiwiller | Structural assembly for producing interconnecting structures |
| EP0319465A1 (en) * | 1987-12-01 | 1989-06-07 | Willi Ruckstuhl | Set of concrete wall stones for constructing a day-stacked wall |
| USD952189S1 (en) * | 2020-03-06 | 2022-05-17 | Anthony Joseph Martin | Wall |
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