CN212271312U - Shear wall structure for building construction - Google Patents
Shear wall structure for building construction Download PDFInfo
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- CN212271312U CN212271312U CN202020206733.1U CN202020206733U CN212271312U CN 212271312 U CN212271312 U CN 212271312U CN 202020206733 U CN202020206733 U CN 202020206733U CN 212271312 U CN212271312 U CN 212271312U
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- connecting block
- notch
- block main
- main body
- shear wall
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Abstract
The utility model discloses a relate to building construction technical field specifically is a shear wall structure for construction, including first connecting block, first connecting block includes first connecting block main part and first notch, first notch has been seted up in the first connecting block main part, first connecting block main part has the head rod through first notch swing joint. The utility model has the advantages that: through setting up the first connecting block, the first connecting block includes first connecting block main part and first notch, first connecting block main part has the head rod through first notch swing joint, when using, through the first connecting block, the head rod, the second connecting block, the second connecting rod, the cooperation of third connecting block and fourth connecting block constitutes the building templates of shear force wall, with concrete placement in the inside of template, pour the completion back, need not to demolish the template, concrete and template constitute shear force wall wholly, the purpose that need not to demolish the template has been realized.
Description
Technical Field
The utility model relates to a construction technical field specifically is a shear wall structure for construction.
Background
Shear walls, also called wind-resistant walls, earthquake-resistant walls or structural walls, are walls which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action in houses or structures and prevent structural shearing (shearing) damage, also called earthquake-resistant walls, are generally made of reinforced concrete and are also divided into two types in shear walls: the plane shear wall is used in a reinforced concrete frame structure, a riser structure and a flat slab system, in order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast or prefabricated at certain parts, the cast-in-place shear wall is cast together with peripheral beams and columns, a shear wall support system is recommended to be built in Changli sky for good integrity, the flat shear wall is used in a high-rise building, a high-rise structure and a suspension structure, the flat shear wall is surrounded by partition walls of an elevator room, a staircase room, equipment and an auxiliary room, the wall of the flat shear wall is a cast-in-place reinforced concrete wall, and the rigidity and strength of the flat shear wall are higher than those of the flat shear wall and can bear larger horizontal load.
The prior device has the following defects:
1. the shear wall is generally of a reinforced concrete structure, a template is required to be built and then poured, the template is required to be dismantled after pouring is completed, a large amount of manpower is required to be consumed during dismantling of the template, and the construction is inconvenient;
2. the shear wall without the template to be dismantled has an uneven frame, so that the surface of the shear wall is rough after the shear wall is poured, later-stage shaping is needed, and the working efficiency is low.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a shear wall structure for construction through setting up first connecting block, through the cooperation of components such as first connecting block, second connecting block, the combination becomes the template, with the concrete building inside the template, need not to demolish after pouring the completion, and is comparatively convenient, has solved the problem that proposes in the above-mentioned background art.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a shear wall structure for building construction comprises a first connecting block, wherein the first connecting block comprises a first connecting block main body and first notches, the first notches are formed in the first connecting block main body, the first connecting block main body is movably connected with first connecting rods through the first notches, the number of the first connecting blocks is four, the four first connecting blocks are fixedly connected through first connecting rods, the number of the first connecting rods is a plurality of, part of the first connecting rods are movably connected with second connecting blocks, the other part of the first connecting rods are movably connected with fourth connecting blocks, the second connecting blocks comprise second connecting block main bodies, second notches and connecting grooves, the connecting grooves are formed in the second connecting block main bodies, one side of each second connecting block main body is provided with a second notch, and the connecting grooves are movably connected with the first connecting rods, the utility model discloses a connecting piece, including first connecting block main part and second connecting block, the inside swing joint of second notch has the second connecting rod, the outside swing joint of second connecting rod has the third connecting block, the third connecting block includes third connecting block main part and connector, the equal fixedly connected with connector in both sides of third connecting block main part, connector and second connecting rod swing joint, the fourth connecting block includes fourth connecting block main part and through hole, the through hole has been seted up in the fourth connecting block main part, through hole and first connecting rod swing joint.
Optionally, the diameter of the first notch is the same as that of the second notch, and the diameter of the second notch is the same as that of the through hole.
Optionally, the first connecting rod is a cylinder, and the shape and size of the first connecting rod are matched with the shape and size of the second connecting rod.
Optionally, the width of the first connection block is the same as the width of the second connection block, the width of the second connection block is the same as the width of the third connection block, and the width of the third connection block is the same as the width of the fourth connection block.
Optionally, the connector is "F" shaped, and the width of the connection port of the connector is the same as the diameter of the second connection rod.
Optionally, the diameter of the first connecting rod is the same as the diameter of the first notch, and the width of the connecting groove is the same as the diameter of the first connecting rod.
(III) advantageous effects
The utility model provides a shear wall structure for construction possesses following beneficial effect:
1. through setting up first connecting block, first connecting block includes first connecting block main part and first notch, first notch has been seted up in the first connecting block main part, first connecting block main part has the head rod through first notch swing joint, the quantity of first connecting block is four, four first connecting blocks pass through first connecting rod fixed connection, the quantity of head rod is a plurality of, when using, through first connecting block, the head rod, the second connecting block, the second connecting rod, the cooperation of third connecting block and fourth connecting block constitutes the building templates of shear force wall, with concrete placement in the inside of template, pour the completion back, need not to demolish the template, concrete constitutes the shear force wall with the template wholly, realized need not to demolish the purpose of template.
2. Through setting up the third connecting block, the outside swing joint of second connecting rod has the third connecting block, the third connecting block includes third connecting block main part and connector, the equal fixedly connected with connector in both sides of third connecting block main part, connector and second connecting rod swing joint, the fourth connecting block includes fourth connecting block main part and through hole, the through hole has been seted up in the fourth connecting block main part, through hole and head rod swing joint, when using, after concrete placement accomplishes, concrete and connecting block form wholly, this wholly becomes the shear force wall, and the connecting block is the prefabricated section, its surface is comparatively smooth, after pouring the completion, need not to carry out the plastic processing to the surface, the mesh of being convenient for promote work efficiency has been realized.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a partial structure of the present invention;
fig. 3 is a schematic structural diagram of the first connecting block of the present invention;
fig. 4 is a schematic structural view of a second connecting block of the present invention;
fig. 5 is a schematic structural view of a third connecting block of the present invention;
fig. 6 is a schematic structural diagram of a fourth connecting block of the present invention.
In the figure: the connecting structure comprises a first connecting block 1, a first connecting block 101, a first notch 102, a first connecting rod 2, a second connecting block 3, a second connecting block 301, a second connecting block main body 302, a second notch 303, a connecting groove 4, a second connecting rod 5, a third connecting block 501, a third connecting block main body 502, a fourth connecting block 6, a fourth connecting block 601, a fourth connecting block main body 602 and a through hole.
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.
Referring to fig. 1 to 6, the present invention provides a technical solution: a shear wall structure for building construction comprises a first connecting block 1, wherein the first connecting block 1 comprises a first connecting block main body 101 and first notches 102, the first notches 102 are formed in the first connecting block main body 101, the first connecting block main body 101 is movably connected with first connecting rods 2 through the first notches 102, the number of the first connecting blocks 1 is four, the four first connecting blocks 1 are fixedly connected through first connecting rods 2, the number of the first connecting rods 2 is a plurality of, the outer part of one part of the first connecting rods 2 is movably connected with a second connecting block 3, the outer part of the other part of the first connecting rods 2 is movably connected with a fourth connecting block 6, when in use, a building formwork of the shear wall is formed by matching of the first connecting blocks 1, the first connecting rods 2, the second connecting blocks 3, the second connecting rods 4, the third connecting blocks 5 and the fourth connecting blocks 6, concrete is poured inside the formwork, after pouring is finished, the template does not need to be removed, concrete and the template form a whole shear wall, and the purpose of removing the template is achieved, the second connecting block 3 comprises a second connecting block main body 301, a second notch 302 and a connecting groove 303, the connecting groove 303 is formed in the second connecting block main body 301, the second notch 302 is formed in one side of the second connecting block main body 301, the connecting groove 303 is movably connected with a first connecting rod 2, a second connecting rod 4 is movably connected inside the second notch 302, a third connecting block 5 is movably connected outside the second connecting rod 4, the third connecting block 5 comprises a third connecting block main body 501 and a connecting head 502, the connecting head 502 is fixedly connected to both sides of the third connecting block main body 501, the connecting head 502 is movably connected with the second connecting rod 4, the fourth connecting block 6 comprises a fourth connecting block main body 601 and a through hole 602, and the through hole 602 is formed in the fourth connecting, through hole 602 and the swing joint of head rod 2, when using, when concrete placement accomplishes the back, concrete and connecting block form wholly, and this is whole to become the shear force wall, and the connecting block is the prefabricated section, and its surface is comparatively smooth, pouring the completion after, need not to carry out the plastic processing to the surface, has realized being convenient for and has promoted work efficiency's purpose.
As an optimal technical solution of the utility model: the diameter of the first notch 102 is the same as that of the second notch 302, the diameter of the second notch 302 is the same as that of the through hole 602, the first connecting rod 2 is a cylinder, the shape and size of the first connecting rod 2 are matched with those of the second connecting rod 4, the width of the first connecting block 1 is the same as that of the second connecting block 3, the width of the second connecting block 3 is the same as that of the third connecting block 5, the width of the third connecting block 5 is the same as that of the fourth connecting block 6, the connecting head 502 is in an 'F' shape, the width of a connecting port of the connecting head 502 is the same as that of the second connecting rod 4, the diameter of the first connecting rod 2 is the same as that of the first notch 102, and the width of the connecting groove 303 is the same as that of the first connecting rod 2.
When the user uses: first connecting block 1, the side that becomes the template is assembled with head rod 2 to second connecting block 3, left and right sides limit and base promptly, install second connecting rod 4 to second notch 302 on, install third connecting block 5 to second connecting rod 4 on, the interval of the first connecting block 1 at top uses fourth connecting block 6 to fill, build the completion back when the template, pour the inside at the template through the template top with the concrete, pour the completion back, need not to demolish the template, the concrete constitutes the shear force wall with the template wholly.
To sum up, when the shear wall structure for building construction is used, the first connecting block 1 is arranged, the first connecting block 1 comprises a first connecting block main body 101 and first notches 102, the first notches 102 are formed in the first connecting block main body 101, the first connecting block main body 1 is movably connected with the first connecting rods 2 through the first notches 102, the number of the first connecting blocks 1 is four, the four first connecting blocks 1 are fixedly connected through the first connecting rods 2, the number of the first connecting rods 2 is several, when the shear wall structure is used, a building formwork of the shear wall is formed by matching the first connecting blocks 1, the first connecting rods 2, the second connecting blocks 3, the second connecting rods 4, the third connecting blocks 5 and the fourth connecting blocks 6, concrete is poured inside the formwork, after the pouring is completed, the formwork does not need to be removed, the concrete and the formwork form the whole shear wall, and the purpose of not needing to remove the formwork is achieved, through setting up third connecting block 5, the outside swing joint of second connecting rod 4 has third connecting block 5, third connecting block 5 includes third connecting block main part 501 and connector 502, the equal fixedly connected with connector 502 in both sides of third connecting block main part 501, connector 502 and 4 swing joint of second connecting rod, fourth connecting block 6 includes fourth connecting block main part 601 and through hole 602, through hole 602 has been seted up in fourth connecting block main part 601, through hole 602 and 2 swing joint of head rod, when using, after concrete placement accomplished, concrete and connecting block form wholly, this whole shear force becomes the wall, and the connecting block is the prefabricated section, its surface is comparatively smooth, after pouring the completion, need not to carry out the plastic processing to the surface, the mesh of being convenient for promote work efficiency has been realized.
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 for construction which characterized in that: the connecting device comprises a first connecting block (1), wherein the first connecting block (1) comprises a first connecting block main body (101) and first notches (102), the first notches (102) are formed in the first connecting block main body (101), the first connecting block main body (101) is movably connected with first connecting rods (2) through the first notches (102), the number of the first connecting blocks (1) is four, the four first connecting blocks (1) are fixedly connected through the first connecting rods (2), the number of the first connecting rods (2) is a plurality of, part of the outer parts of the first connecting rods (2) are movably connected with second connecting blocks (3), the other part of the outer parts of the first connecting rods (2) are movably connected with fourth connecting blocks (6), and the second connecting blocks (3) comprise second connecting block main bodies (301), second notches (302) and connecting grooves (303), the connecting groove (303) is formed in the second connecting block main body (301), the second notch (302) is formed in one side of the second connecting block main body (301), the connecting groove (303) is movably connected with the first connecting rod (2), the second notch (302) is movably connected with the second connecting rod (4), the outer portion of the second connecting rod (4) is movably connected with the third connecting block (5), the third connecting block (5) comprises a third connecting block main body (501) and a connecting head (502), the connecting heads (502) are fixedly connected to the two sides of the third connecting block main body (501), the connecting heads (502) are movably connected with the second connecting rod (4), the fourth connecting block (6) comprises a fourth connecting block main body (601) and a through hole (602), and the through hole (602) is formed in the fourth connecting block main body (601), the through hole (602) is movably connected with the first connecting rod (2).
2. The shear wall structure for building construction according to claim 1, wherein: the diameter of the first notch (102) is the same as the diameter of the second notch (302), and the diameter of the second notch (302) is the same as the diameter of the through hole (602).
3. The shear wall structure for building construction according to claim 1, wherein: the first connecting rod (2) is a cylinder, and the shape and the size of the first connecting rod (2) are matched with those of the second connecting rod (4).
4. The shear wall structure for building construction according to claim 1, wherein: the width of the first connecting block (1) is the same as that of the second connecting block (3), the width of the second connecting block (3) is the same as that of the third connecting block (5), and the width of the third connecting block (5) is the same as that of the fourth connecting block (6).
5. The shear wall structure for building construction according to claim 1, wherein: the connector (502) is F-shaped, and the width of a connecting port of the connector (502) is the same as the diameter of the second connecting rod (4).
6. The shear wall structure for building construction according to claim 1, wherein: the diameter of the first connecting rod (2) is the same as that of the first notch (102), and the width of the connecting groove (303) is the same as that of the first connecting rod (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020206733.1U CN212271312U (en) | 2020-02-25 | 2020-02-25 | Shear wall structure for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020206733.1U CN212271312U (en) | 2020-02-25 | 2020-02-25 | Shear wall structure for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212271312U true CN212271312U (en) | 2021-01-01 |
Family
ID=73874439
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020206733.1U Expired - Fee Related CN212271312U (en) | 2020-02-25 | 2020-02-25 | Shear wall structure for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212271312U (en) |
-
2020
- 2020-02-25 CN CN202020206733.1U patent/CN212271312U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |