CN212358689U - Shear wall structure for building - Google Patents
Shear wall structure for building Download PDFInfo
- Publication number
- CN212358689U CN212358689U CN202020073453.8U CN202020073453U CN212358689U CN 212358689 U CN212358689 U CN 212358689U CN 202020073453 U CN202020073453 U CN 202020073453U CN 212358689 U CN212358689 U CN 212358689U
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- Prior art keywords
- base
- shear wall
- wall structure
- building
- backup pad
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- Expired - Fee Related
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- 239000004567 concrete Substances 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 230000009931 harmful effect Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007712 rapid solidification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model belongs to the technical field of the building engineering technique and specifically relates to a shear wall structure for building, the on-line screen storage device comprises a base, the upper surface of base evenly is provided with even roof beam and indulges the muscle, the upper surface middle part of base is provided with the cross-section and personally submits trapezoidal die block board, die block board upper end outside cover is equipped with the backup pad, the backup pad is seted up and is indulged muscle assorted through-hole with even roof beam, mounting groove has all been seted up to the upper surface four corners department of backup pad, all be provided with the stand in four mounting groove, insert between two adjacent stands and be equipped with the side form board, two side form board middle parts of the left and right sides evenly insert and be equipped with the bracing piece, be provided with annular steel bar beam on the adjacent two spinal branch spinal. The utility model discloses have and improve building efficiency of construction, avoided the harmful effects of temperature and humidity to the concrete setting simultaneously.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a shear wall structure for building.
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 caused by wind load or earthquake action in the house or the structure, and the structure is prevented from being sheared and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete. When the shear wall is built in the prior art, the steel bar frame is woven in advance, then the wood formwork is built, concrete is filled into the wood formwork after the wood formwork is built, and the wood formwork is dismantled after the concrete is solidified, so that the building construction efficiency of the shear wall is reduced, and meanwhile, the temperature and the humidity in the concrete solidification process are inconvenient to control.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the shear wall structure for building that proposes makes it improve building efficiency of construction, has avoided the harmful effects of temperature and humidity to the concrete setting simultaneously.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the design one kind for building shear wall structure, the on-line screen storage device comprises a base, the upper surface of base evenly is provided with even roof beam and indulges the muscle, the upper surface middle part of base is provided with the cross section and personally submits trapezoidal die block board, die block board upper end outside cover is equipped with the backup pad, the backup pad is seted up and is indulged muscle assorted through-hole with even roof beam, mounting groove has all been seted up to the upper surface four corners department of backup pad, all be provided with the stand in four mounting groove, insert between two adjacent stands and be equipped with the side form board, two side form board middle parts in the left and right sides evenly insert and be equipped with the bracing piece, be provided with annular steel bar roof beam on the adjacent two spinal branch vaulting poles of level.
Preferably, the lower end of the bottom template is provided with a guide block with a trapezoidal cross section; the upper surface of the base is provided with a guide groove matched with the guide block.
Preferably, the upper surface of the base is provided with an installation jack matched with the connecting beam longitudinal rib.
Preferably, the upright post is formed by splicing a plurality of upright post rods; the upper end of the upright post rod is provided with a positioning inserted rod, and the lower end of the upright post rod is provided with a positioning insertion hole matched with the positioning inserted rod.
Preferably, a butterfly-shaped connecting plate is arranged between every two adjacent upright posts, and cover opening screw holes are symmetrically formed in one side, far away from the upright posts, of the connecting plate.
The utility model provides a pair of shear wall structure for building, beneficial effect lies in: the utility model discloses in be provided with the cross section through the upper surface middle part at the base and personally submit trapezoidal die block board, it is convenient for guarantee to hang down straightness when making the concrete shear force wall installation after solidifying fixed, mounting groove has all been seted up through the upper surface four corners department at the backup pad, all be provided with the stand in four mounting groove, it is equipped with the side form board to insert between two adjacent stands, make shear force wall form setting quicker, make temperature and humidity in the shear force wall independent construction concrete shear force wall solidification process of being convenient for control, avoid the damage because of temperature and humidity factor cause, the efficiency of shear force wall construction has been improved.
Drawings
Fig. 1 is a schematic structural view of a shear wall structure for a building according to the present invention;
fig. 2 is a schematic view of a front cross-sectional structure of a shear wall structure for a building according to the present invention;
fig. 3 is a schematic view of a cross-sectional structure at a position a in the shear wall structure for building provided by the present invention;
fig. 4 is a schematic view of a section structure at B in the shear wall structure for building provided by the utility model.
In the figure: the wall-mounted steel bar beam comprises a base 1, a connecting beam longitudinal rib 2, a bottom template 3, a supporting plate 4, a connecting plate 5, an upright post 6, a side template 7, a supporting rod 8, an annular steel bar beam 9, a wall body tie bar 10, a cover opening screw hole 11, a guide block 12, an installation insertion hole 13, an upright post rod 14, a positioning insertion rod 15 and a positioning insertion hole 16.
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. 1-4, a shear wall structure for building, includes base 1, and the upper surface of base 1 evenly is provided with even roof beam and indulges muscle 2, and the upper surface of base 1 is seted up and is indulged 2 assorted installation jacks 13 of muscle with even roof beam for even the installation of muscle 2 is indulged to the roof beam is more convenient, makes even the roof beam to indulge muscle 2 and obtains the location simultaneously.
The upper surface middle part of base 1 is provided with the cross section and is trapezoidal die block board 3, and the lower extreme of die block board 3 is provided with the cross section and is trapezoidal guide block 12, and base 1 upper surface is seted up with guide block 12 assorted guide way, makes die block board 3 installation more convenient through guide block 12.
3 upper end outside covers of die block board are equipped with backup pad 4, backup pad 4 seted up with even 2 assorted through-holes of roof beam longitudinal bar, mounting groove has all been seted up to backup pad 4's upper surface four corners department, all be provided with stand 6 in four mounting groove, stand 6 comprises the concatenation of a plurality of stand poles 14, the upper end of stand pole 14 is provided with location inserted bar 15, the lower extreme of stand pole 14 seted up with location inserted bar 15 assorted location jack 16, install butterfly-shaped connecting plate 5 between two adjacent stand poles 14, connecting plate 5 is far away from stand pole 14 one side symmetry and has been seted up and has been opened lid screw 11, make stand 6 can splice according to actual need.
The side formworks 7 are inserted between two adjacent upright columns 6, the supporting rods 8 are evenly inserted in the middle parts of the two side formworks 7 on the left side and the right side, the annular reinforcing steel bar beams 9 are arranged on the two horizontally adjacent supporting rods 8, the wall tie bars 10 are arranged between the annular reinforcing steel bar beams 9, and the concrete is filled in the side formworks 7 and the inner sides of the bottom formworks 3, so that the concrete shear wall is convenient to build, and meanwhile, the temperature and the humidity of the concrete shear wall during solidification are convenient to control.
The working principle is as follows: during operation, the connecting beam longitudinal ribs 2 are inserted into the base 1 by utilizing the installation jacks 13 uniformly formed on the base 1, so that the connecting beam longitudinal ribs 2 are more convenient to install, the bottom template 3 is installed on the base 1, the installation position of the bottom template 3 is well positioned by utilizing the guide grooves matched with the guide blocks 12 formed on the base 1, then a plurality of upright posts 14 are spliced according to the required height of the shear wall, the adjacent two upright posts 14 are transversely more stable after being connected by utilizing the insertion fit of the positioning insertion rods 15 and the positioning jacks 16, the connecting plate 5 is installed between the adjacent two upright posts 14, so that the adjacent two upright posts 14 are more compact and less prone to fall off after being connected, the side templates 7 are inserted between the adjacent two spliced upright posts 6, the annular steel bar beams 9 are respectively provided with the wall body tie bars 10, and one side of the annular steel bar beam 9 is placed into the template of the shear wall, and then the support rods 8 are sequentially inserted into the left side template 7 and the right side template 7, the annular reinforcing steel bar beam 9 is supported by the support rods 8, the annular reinforcing steel bar beam 9 is distributed at a distance from top to bottom, and finally, concrete is poured into the inner sides of the templates to obtain a formed shear wall, so that the working efficiency of the building engineering is improved, and meanwhile, the concrete shear wall can be placed in a proper temperature and humidity environment for rapid solidification.
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 design of the present invention, equivalent replacement or change should be covered within the protection scope of the present invention.
Claims (5)
1. A shear wall structure for buildings comprises a base (1) and is characterized in that connecting beam longitudinal ribs (2) are uniformly arranged on the upper surface of the base (1), and a bottom template (3) with a trapezoidal cross section is arranged in the middle of the upper surface of the base (1); a supporting plate (4) is sleeved on the outer side of the upper end of the bottom template (3), and the supporting plate (4) is provided with a through hole matched with the connecting beam longitudinal rib (2); mounting grooves are formed in the four corners of the upper surface of the supporting plate (4), and stand columns (6) are arranged in the four mounting grooves; side templates (7) are inserted between two adjacent upright columns (6), and supporting rods (8) are uniformly inserted in the middles of the two side templates (7) on the left side and the right side; an annular steel bar beam (9) is arranged on two horizontally adjacent support rods (8), and a wall body tie bar (10) is arranged between the annular steel bar beams (9); and concrete is filled inside the side templates (7) and the bottom template (3).
2. The shear wall structure for buildings according to claim 1, wherein the lower end of the bottom form (3) is provided with a guide block (12) having a trapezoidal cross section; the upper surface of the base (1) is provided with a guide groove matched with the guide block (12).
3. The shear wall structure for buildings according to claim 1, wherein the upper surface of the base (1) is provided with mounting insertion holes (13) matched with the coupling beam longitudinal bars (2).
4. Shear wall structure for buildings according to claim 1, characterized in that the uprights (6) are made up of a number of uprights rods (14) spliced together; the upper end of the upright post rod (14) is provided with a positioning inserted rod (15), and the lower end of the upright post rod (14) is provided with a positioning insertion hole (16) matched with the positioning inserted rod (15).
5. The shear wall structure for buildings according to claim 4, wherein a butterfly-shaped connecting plate (5) is installed between two adjacent upright posts (14), and cover opening screw holes (11) are symmetrically formed in one side, far away from the upright posts (14), of the connecting plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020073453.8U CN212358689U (en) | 2020-01-14 | 2020-01-14 | Shear wall structure for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020073453.8U CN212358689U (en) | 2020-01-14 | 2020-01-14 | Shear wall structure for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212358689U true CN212358689U (en) | 2021-01-15 |
Family
ID=74137506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020073453.8U Expired - Fee Related CN212358689U (en) | 2020-01-14 | 2020-01-14 | Shear wall structure for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212358689U (en) |
-
2020
- 2020-01-14 CN CN202020073453.8U patent/CN212358689U/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: 20210115 |
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| CF01 | Termination of patent right due to non-payment of annual fee |