CN215253630U - Shear wall structure assembled based on prefabricated light aggregate concrete filled large wall board with grooves - Google Patents
Shear wall structure assembled based on prefabricated light aggregate concrete filled large wall board with grooves Download PDFInfo
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- CN215253630U CN215253630U CN202023114800.6U CN202023114800U CN215253630U CN 215253630 U CN215253630 U CN 215253630U CN 202023114800 U CN202023114800 U CN 202023114800U CN 215253630 U CN215253630 U CN 215253630U
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- groove
- compoboard
- board
- wall
- aggregate concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 239000002131 composite material Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 3
- 238000005267 amalgamation Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model discloses a shear wall structure assembled based on a prefabricated light aggregate concrete filled large wallboard with a groove in the technical field of shear walls; including first compoboard, the one end of first compoboard is equipped with the second compoboard, the equal a plurality of engaging lugs of fixedly connected with in the bottom at both ends are kept away from each other to first compoboard and second compoboard, spacing hole has all been run through and has been seted up at the top of a plurality of engaging lugs, the bottom of first compoboard and second compoboard is equipped with ground, the preset groove has been seted up at the top on ground, the bottom of first compoboard and second compoboard all touches with the top of presetting inslot wall and connects, first connecting groove has been seted up to one side lateral wall of first compoboard, first compoboard is close to the first spacing groove of lateral wall fixedly connected with on one side of first connecting groove. The utility model has the advantages that: this device is simple to use, separately pours whole shear force wall, then carries out the later stage amalgamation, prevents to explode the mould and then cause the potential safety hazard when shear force wall integral casting.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a shear force wall structure based on big wallboard equipment is filled to prefabricated lightweight aggregate concrete of taking recess.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete.
In the prior art, most shear walls are cast in situ at a construction site, and the cast in situ easily causes template burst, thus causing casting failure, wasting construction period and easily causing potential safety hazard. Accordingly, one skilled in the art provides a shear wall structure assembled based on prefabricated light aggregate concrete filled large wall panels with grooves to solve the problems set forth in the background art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear wall structure based on take prefabricated lightweight aggregate concrete of recess to fill big wallboard equipment to solve the problem that provides among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a shear force wall structure based on take prefabricated lightweight aggregate concrete of recess to fill big wallboard equipment, includes first compoboard, the one end of first compoboard is equipped with the second compoboard, the equal a plurality of engaging lugs of fixedly connected with in bottom at both ends are kept away from each other to first compoboard and second compoboard, and is a plurality of the spacing hole has all been run through and has been seted up at the top of engaging lug, the bottom of first compoboard and second compoboard is equipped with ground, the groove has been seted up in advance at the top on ground, the bottom of first compoboard and second compoboard all touches with the top of predetermineeing the inslot wall and connects, first connecting groove has been seted up to one side lateral wall of first compoboard, first compoboard is close to the first spacing groove of lateral wall fixedly connected with on one side of first connecting groove, one side and first connecting groove through connection that first spacing groove is close to first connecting groove.
As a further aspect of the present invention: predetermine the groove and keep away from the length distance that forms between the both ends each other and the length distance phase-match that forms between the both ends each other with the engaging lug, predetermine the groove and keep away from the length distance phase-match that forms between the both sides each other with first combination board and second combination board between the both sides, confirm installation distance, ensure that this device can normal use.
As a further aspect of the present invention: the utility model discloses a combined board, including first limiting groove, first connecting hole, first connecting post, first combination board and second limiting groove, first combination board is close to one side lateral wall of first spacing groove and runs through and has seted up a plurality of first connecting holes, the inner wall of first connecting hole all meshes and is connected with first connecting post, uses through first connecting hole and first connecting post cooperation, makes things convenient for to connect between the combination board.
As a further aspect of the present invention: the first connecting block of one side fixedly connected with that first spacing groove was kept away from to first compoboard, the first stopper of one end fixedly connected with that first compoboard was kept away from to first connecting groove uses through first connecting block and the cooperation of first stopper, further makes things convenient for the compoboard to connect.
As a further aspect of the present invention: the utility model discloses a device, including first combined plate, second connecting groove, second connecting block, second limiting groove, one side fixedly connected with second connecting block that second limiting groove was kept away from to the second combined plate, one side fixedly connected with second stopper that second combined plate was kept away from to the second connecting block, a plurality of third connecting holes have evenly been run through and have been seted up in the both sides that the second stopper was kept away from each other, confirm the connected mode, ensure this device normal use.
As a further aspect of the present invention: first stopper and second spacing groove run through swing joint, first connecting block and second spread groove through connection, the lateral wall that the second compoboard is close to second spread groove one side runs through and has seted up a plurality of second connecting holes, and is a plurality of the inner wall of second connecting hole all runs through the meshing and is connected with the second spliced pole, uses through second connecting hole and second spliced pole cooperation, and is spacing to connecting.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses in, use through the cooperation of first compoboard and second compoboard, separately pour holistic shear force wall, use through solid engaging lug and spacing hole cooperation, the regulation of being connected with the groove of predetermineeing on ground, through first spread groove, the second spacing groove, the second stopper, the second connecting block, the second spacing groove, the second spread groove, first connecting block and first stopper cooperation are used, can connect first compoboard and second compoboard, through first connecting hole, the second connecting hole, first spliced pole of third connecting hole cooperation and second spliced pole improve the connection stability that first compoboard and second compoboard increase first compoboard and second compoboard. This device is simple to use, separately pours whole shear force wall, then carries out the later stage amalgamation, prevents to explode the mould and then cause the potential safety hazard when shear force wall integral casting.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
FIG. 3 is an enlarged schematic view of the structure at B in FIG. 1 according to the present invention;
fig. 4 is a schematic structural diagram of the first combination board of the present invention.
In the figure: 1. a first composite board; 2. a second composite board; 3. a first limit groove; 4. a first connecting groove; 5. connecting lugs; 6. a limiting hole; 7. a second limiting block; 8. a second connecting block; 9. a third connection hole; 10. a ground surface; 11. presetting a groove; 12. a second limit groove; 13. a second connecting groove; 14. a first connection block; 15. a first stopper; 16. a second connection hole; 17. a second connecting column; 18. a first connection hole; 19. a first connecting column.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Please refer to fig. 1-4, in an embodiment of the present invention, a shear wall structure based on assembly of a prefabricated light aggregate concrete filled large wall panel with a groove, includes a first combination board 1, one end of the first combination board 1 is provided with a second combination board 2, a plurality of engaging lugs 5 are fixedly connected to the bottom of both ends of the first combination board 1 and the second combination board 2, the top of the engaging lugs 5 is run through and has been provided with a limiting hole 6, the bottom of the first combination board 1 and the second combination board 2 is provided with a ground 10, a preset groove 11 is provided at the top of the ground 10, the bottom of the first combination board 1 and the second combination board 2 is contacted with the top of the preset groove 11 inner wall, a first connecting groove 4 is provided on one side wall of the first combination board 1, a first limiting groove 3 is fixedly connected to the side wall of the first connecting groove 4, one side of the first limiting groove 3 close to the first connecting groove 4 is run through and connected with the first connecting groove 4.
The length distance formed between the two ends, far away from each other, of the preset groove 11 is matched with the length distance formed between the two ends, far away from each other, of the connecting lug 5, the length distance formed between the two sides, far away from each other, of the preset groove 11 is matched with the length distance formed between the two sides, far away from each other, of the first combined plate 1 and the second combined plate 2, the installation distance is determined, and the device can be used normally; a plurality of first connecting holes 18 are formed in the side wall of one side of the first combination board 1, which is close to the first limiting groove 3, in a penetrating manner, the inner walls of the first connecting holes 18 are respectively connected with first connecting columns 19 in a meshing manner, and the combination boards are conveniently connected through the first connecting holes 18 and the first connecting columns 19 in a matched manner; the first connecting block 14 of one side fixedly connected with that first spacing groove 3 was kept away from to first compoboard 1, and the first stopper 15 of one end fixedly connected with that first compoboard 1 was kept away from to first connecting groove 4 uses through the cooperation of first connecting block 14 and first stopper 15, further makes things convenient for the compoboard to connect.
A second connecting groove 13 is formed in one side, close to the first combined plate 1, of the second combined plate 2, a second limiting groove 12 is formed in one end, close to the second connecting groove 13, of the second combined plate 2, a second connecting block 8 is fixedly connected to one side, far away from the second limiting groove 12, of the second combined plate 2, a second limiting block 7 is fixedly connected to one side, far away from the second combined plate 2, of the second connecting block 8, a plurality of third connecting holes 9 are uniformly formed in two sides, far away from each other, of the second limiting block 7 in a penetrating mode, the connecting mode is determined, and the device can be normally used; first stopper 15 and second spacing groove 12 run through swing joint, first connecting block 14 and second spread groove 13 through connection, and second composite board 2 runs through near the lateral wall of second spread groove 13 one side and has seted up a plurality of second connecting holes 16, and the inner wall of a plurality of second connecting holes 16 all runs through the meshing and is connected with second spliced pole 17, uses through second connecting hole 16 and the cooperation of second spliced pole 17, and is spacing to connecting.
The utility model discloses a theory of operation is: when the device is used, only the preset groove 11 needs to be formed on the ground 10, then the first combined board 1 and the second combined board 2 are poured separately, then the first combined board 1 and the second combined board 2 are transported to the installation position and are installed through a crane, the first combined board 1 is placed firstly during installation, then the second connecting groove 13 and the second limiting groove 12 on the second combined board 2 are connected with the first connecting block 14 and the first limiting block 15 in a sliding mode, the first combined board 1 and the second combined board 2 are connected, connected and limited through the second limiting groove 12 and the first limiting block 15, and further the connection of the first combined board 1 and the second combined board 2 is limited through the second connecting hole 16 and the plurality of second connecting columns 17; then the positioning column is nailed in through the limiting hole 6, and concrete is filled in the preset groove 11 for limiting connection. This device can adopt a plurality of first compoboards 1 and second compoboard 2 to assemble the use.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a shear wall structure based on big wallboard equipment is filled to prefabricated light aggregate concrete of taking recess, includes first compoboard (1), its characterized in that: one end of the first combination board (1) is provided with a second combination board (2), the bottoms of the two ends of the first combination board (1) and the second combination board (2) which are far away from each other are fixedly connected with a plurality of connecting lugs (5), the tops of the connecting lugs (5) are provided with limiting holes (6) in a penetrating way, the bottoms of the first combination board (1) and the second combination board (2) are provided with a ground (10), the top of the ground (10) is provided with a preset groove (11), the bottoms of the first combined board (1) and the second combined board (2) are in contact with the top of the inner wall of the preset groove (11), a first connecting groove (4) is arranged on the side wall of one side of the first combination board (1), the side wall of one side of the first combination board (1) close to the first connecting groove (4) is fixedly connected with a first limiting groove (3), one side of the first limiting groove (3) close to the first connecting groove (4) is in through connection with the first connecting groove (4).
2. The shear wall structure assembled based on the prefabricated light aggregate concrete filled large wall board with the grooves as claimed in claim 1, wherein: predetermine groove (11) and keep away from the length distance that forms between the both ends each other and engaging lug (5) and keep away from the length distance phase-match that forms between the both ends each other, predetermine groove (11) and keep away from the length distance that forms between the both sides each other and first compoboard (1) and second compoboard (2) and keep away from the length distance phase-match that forms between the both sides each other.
3. The shear wall structure assembled based on the prefabricated light aggregate concrete filled large wall board with the grooves as claimed in claim 1, wherein: a plurality of first connecting holes (18) have been run through to one side lateral wall that first compoboard (1) is close to first spacing groove (3), the inner wall of first connecting hole (18) all meshes and is connected with first spliced pole (19).
4. The shear wall structure assembled based on the prefabricated light aggregate concrete filled large wall board with the grooves as claimed in claim 1, wherein: one side fixedly connected with first connecting block (14) of first spacing groove (3) are kept away from in first compoboard (1), the first stopper (15) of one end fixedly connected with of first compoboard (1) are kept away from in first connecting groove (4).
5. The shear wall structure assembled based on the prefabricated light aggregate concrete filled large wall board with the grooves as claimed in claim 1, wherein: second spread groove (13) have been seted up to one side that second combined plate (2) are close to first combined plate (1), second spacing groove (12) have been seted up to one end that second combined plate (2) are close to second spread groove (13), one side fixedly connected with second connecting block (8) of second spacing groove (12) are kept away from in second combined plate (2), one side fixedly connected with second stopper (7) of second combined plate (2) are kept away from in second connecting block (8), a plurality of third connecting holes (9) have evenly been run through to the both sides that second stopper (7) kept away from each other.
6. The shear wall structure assembled on the basis of the prefabricated light aggregate concrete filled large wall plate with the grooves according to claim 4, wherein the prefabricated light aggregate concrete filled large wall plate with the grooves comprises the following components in percentage by weight: first stopper (15) and second spacing groove (12) run through swing joint, first connecting block (14) and second spread groove (13) through connection, second composite board (2) are close to the lateral wall of second spread groove (13) one side and run through and have seted up a plurality of second connecting holes (16), and are a plurality of the inner wall of second connecting hole (16) all runs through the meshing and is connected with second spliced pole (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023114800.6U CN215253630U (en) | 2020-12-22 | 2020-12-22 | Shear wall structure assembled based on prefabricated light aggregate concrete filled large wall board with grooves |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023114800.6U CN215253630U (en) | 2020-12-22 | 2020-12-22 | Shear wall structure assembled based on prefabricated light aggregate concrete filled large wall board with grooves |
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| Publication Number | Publication Date |
|---|---|
| CN215253630U true CN215253630U (en) | 2021-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023114800.6U Expired - Fee Related CN215253630U (en) | 2020-12-22 | 2020-12-22 | Shear wall structure assembled based on prefabricated light aggregate concrete filled large wall board with grooves |
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| Country | Link |
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| CN (1) | CN215253630U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506511A (en) * | 2022-10-10 | 2022-12-23 | 浙江富成建设集团有限公司 | CL composite concrete shear wall and construction method thereof |
-
2020
- 2020-12-22 CN CN202023114800.6U patent/CN215253630U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115506511A (en) * | 2022-10-10 | 2022-12-23 | 浙江富成建设集团有限公司 | CL composite concrete shear wall and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211221 |