CN221001980U - Cast-in-situ shear wall outer wall template bracket structure - Google Patents
Cast-in-situ shear wall outer wall template bracket structure Download PDFInfo
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- CN221001980U CN221001980U CN202322910768.XU CN202322910768U CN221001980U CN 221001980 U CN221001980 U CN 221001980U CN 202322910768 U CN202322910768 U CN 202322910768U CN 221001980 U CN221001980 U CN 221001980U
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 15
- 239000002023 wood Substances 0.000 claims abstract description 70
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000001125 extrusion Methods 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 7
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The utility model discloses a cast-in-situ shear wall outer wall template bracket structure, which belongs to the technical field of building tools, wherein a pull rod is inserted into the side surface of an outer wall, two nuts are connected to the surface of the pull rod through threads, a left mountain-shaped clamp and a right mountain-shaped clamp are respectively connected to the side surfaces of the two nuts, a symmetrical left steel pipe and a symmetrical right steel pipe are respectively clamped at one sides of the left mountain-shaped clamp and the right mountain-shaped clamp, upper wood and lower wood are extruded on the side surfaces of the right steel pipe in a contact manner, a support column is fastened on the surface of the upper wood, a joist is fastened at one end of the support column, and the cast-in-situ shear wall outer wall template bracket structure is clamped with the mountain-shaped clamp through the steel pipe, so that the clamping area of square wood can be increased, the clamping firmness and the use safety of the square wood are greatly improved, and the pull rod is also participated in the support through the square wood in the arranged in the horizontal direction, so that the support firmness of the square wood is increased, and the support stability of the joist is improved.
Description
Technical Field
The utility model relates to the technical field of building tools, in particular to a cast-in-situ shear wall outer wall template bracket structure.
Background
The shear wall is also called wind-resistant wall, anti-seismic wall or structural wall, and is mainly used for bearing horizontal load and vertical load caused by wind load or earthquake action in houses or structures, so that the shear damage of the structure is prevented.
At present, need use the template bracket to support outer wall template in shear force wall outer wall work progress, but the bracket is through mountain type card extrusion fastening in the work progress, but because area of contact is limited, can lead to the extrusion position fracture, reduced the safety in utilization, the bracket lower extreme is through carrying out fastening support with wall frictional force moreover, and its supporting stability is relatively poor.
For example, a shear wall exterior wall form bracket disclosed in bulletin CN205918128U includes: the joist is used for supporting the outer wall template of the shear wall; at least two sets of strut assemblies for bracing the joists; the support column component fixing piece is used for fixing the support column component in the concrete structure penetrating below the template; the support post assembly comprises square timber arranged side by side and square timber connecting pieces used for connecting the two square timber into a whole, and a gap is formed between the two square timber.
According to the scheme disclosed by the above, the vertical square timber is fastened through the screw extrusion mountain-shaped clamp, the mountain-shaped clamp can lead to deformation and fracture of the square timber extrusion part when the extrusion strength of the square timber is overlarge, and the supporting position of the joist is fixed through the friction force between the vertical square timber and the wall body, so that the supporting strength is limited, and the supporting stability is reduced.
Disclosure of utility model
Aiming at the problems in the prior art, the utility model aims to provide the cast-in-situ shear wall outer wall template bracket structure, which is clamped with a mountain through a steel pipe so as to squeeze square timber, thereby increasing the clamping area of the square timber, greatly improving the clamping firmness and the use safety of the square timber, and enabling a pull rod to participate in supporting through the square timber in the horizontal direction, thereby increasing the supporting firmness of the square timber and further improving the supporting stability of a joist.
In order to solve the problems, the utility model adopts the following technical scheme.
The utility model provides a cast-in-place shear force wall exterior wall template bracket structure, includes the outer wall body, peg graft in the side of outer wall body has the pull rod, the surface of pull rod has two nuts through threaded connection, and the side of two nuts contacts respectively is connected with left mountain type card and right mountain type card, the side of left mountain type card and right mountain type card respectively the joint have symmetrical left steel pipe and right steel pipe, the side contact extrusion of right steel pipe has top wood and below wood, the surface fastening of top wood has the support column, the one end fastening of support column has the joist, this cast-in-place shear force wall exterior wall template bracket structure passes through steel pipe and mountain type joint to extrude the square wood, can increase the clamp area of square wood, thereby great improvement the clamp fastness and the safety in utilization of square wood, and through the square wood of horizontal direction that sets up, make the pull rod also participate in the support, thereby increased the support fastness of square wood, and then improved the support stability of joist.
Further, the surface of top wood and below wood all is equipped with symmetrical arc recess, and two recesses surround and have the jack, the inner wall of jack is connected with the surface contact of pull rod, and the pull rod of being convenient for peg graft with the top wood and the below wood of fastening.
Further, the bottom of the joist is tightly provided with a reinforcing block and a reinforcing plate, the surface of the reinforcing block is tightly fastened with the surface of the supporting column, the other end of the reinforcing plate is tightly fastened with the surface of the wood above, and the reinforcing block and the reinforcing plate can increase the connection firmness of the joist.
Further, the surface of the upper wood and the surface of the lower wood are fastened with the connecting plates, the surfaces of the connecting plates are fastened with the surfaces of the supporting columns, and the cross section of the supporting columns is rectangular, so that the connection firmness of the supporting columns can be improved.
Further, the upper wood and the lower wood are fastened through nails, the upper wood, the lower wood and the joists are parallel to each other, and the tie rod is convenient to support the upper wood and the lower wood which are fastened integrally.
Further, the side face of the left steel pipe is in contact extrusion with the inner wall of the outer wall body.
Compared with the prior art, the utility model has the advantages that:
This scheme passes through steel pipe and mountain type joint to extrude the square timber, can increase the clamp area to the square timber, thereby great improvement the clamp fastness and the safety in utilization of square timber.
According to the scheme, the square timber in the horizontal direction is arranged, and the pull rod also participates in supporting, so that the supporting firmness of the square timber is improved, and the supporting stability of the joist is improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a side view of the joist and upper wood mounting structure of the present utility model;
Fig. 3 is a top view of the lower wood structure of fig. 2.
The reference numerals in the figures illustrate:
The wall comprises an outer wall body 1, a pull rod 2, a left mountain-shaped clamp 21, a right mountain-shaped clamp 22, a nut 23, a left steel pipe 24, a right steel pipe 25, a joist 3, a supporting column 31, a reinforcing block 32, a reinforcing plate 33, a connecting plate 34, upper wood 4, lower wood 5, a groove 51, a jack 52 and nails 53.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
Referring to fig. 1-3, a cast-in-situ shear wall outer wall formwork bracket structure comprises an outer wall body 1, wherein a pull rod 2 is inserted into the side surface of the outer wall body 1, the pull rod 2 is a threaded rod, the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22 are conveniently extruded through nuts 23, accordingly, a left steel pipe 24 and a right steel pipe 25 are extruded through the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22, two nuts 23 are connected to the surface of the pull rod 2 through threads, the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22 are respectively connected to the side surfaces of the two nuts 23 in a contact manner, symmetrical left steel pipe 24 and right steel pipe 25 are respectively clamped to one side of the left mountain-shaped clamp 21 and one side surface of the right mountain-shaped clamp 22, an upper wood 4 and a lower wood 5 are integrally connected to one another in a contact manner, the support strength is increased, a support column 31 is fastened to the surface of the upper wood 4, a support column 31 is fastened to one end of the support column 31, and the support column 31 and the support column 3 are made of wood.
The surface of top wood 4 and below wood 5 all is equipped with symmetrical arc recess 51, and two recesses 51 surround and have jack 52, and the inner wall of jack 52 is connected with the surface contact of pull rod 2, and the pull rod 2 of being convenient for peg graft with the top wood 4 and the below wood 5 of fastening, and top wood 4 and below wood 5 pass through nail 53 fastening, are parallel to each other between top wood 4, below wood 5 and the joist 3, and the pull rod 2 of being convenient for supports the integrative top wood 4 and below wood 5 of fastening.
In this embodiment, through steel pipe and mountain type joint to extrude the square timber, can increase the clamp area to the square timber, thereby great improvement the clamp fastness and the safety in utilization of square timber.
Example 2
Referring to fig. 1-3, a cast-in-situ shear wall outer wall formwork bracket structure comprises an outer wall body 1, wherein a pull rod 2 is inserted into the side surface of the outer wall body 1, the pull rod 2 is a threaded rod, the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22 are conveniently extruded through nuts 23, accordingly, a left steel pipe 24 and a right steel pipe 25 are extruded through the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22, two nuts 23 are connected to the surface of the pull rod 2 through threads, the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22 are respectively connected to the side surfaces of the two nuts 23 in a contact manner, symmetrical left steel pipe 24 and right steel pipe 25 are respectively clamped to one side of the left mountain-shaped clamp 21 and one side surface of the right mountain-shaped clamp 22, an upper wood 4 and a lower wood 5 are integrally connected to one another in a contact manner, the support strength is increased, a support column 31 is fastened to the surface of the upper wood 4, a support column 31 is fastened to one end of the support column 31, and the support column 31 and the support column 3 are made of wood.
The bottom of joist 3 is fastened and is strengthened piece 32 and reinforcing plate 33, the surface fastening of reinforcing piece 32 and support column 31, the other end of reinforcing plate 33 and the surface fastening of top timber 4, reinforcing piece 32 and reinforcing plate 33 can increase joist 3's connection fastness, the surface fastening of top timber 4 and below timber 5 is connected board 34, the surface fastening of connecting board 34 and support column 31, the cross-section shape of support column 31 is the rectangle, can increase support column 31's connection fastness, the side of left steel pipe 24 and the inner wall contact extrusion of outer wall body 1.
In this embodiment, through the square timber of the horizontal direction that sets up for the pull rod also participates in the support, thereby increase the support fastness of square timber, and then improved the support stability of joist 3.
When the cast-in-situ shear wall outer wall template bracket structure is constructed, firstly, the pull rod 2 is inserted into a preset hole of the outer wall 1 and the jack 52 surrounded by the upper wood 4 and the lower wood 5, then the left steel pipe 24 and the right steel pipe 25 are clamped by the left mountain-shaped clamp 21 and the right mountain-shaped clamp 22, meanwhile, the right steel pipe 25 and the outer wall 1 are clamped and fixed into a whole, the upper wood 4 and the lower wood 5 are fixed, so that the support position of the joist 3 is fixed, then the joist 3 is connected and fastened with the bottom of an outer wall die, the joist 3 is supported, and the joist is clamped and connected with the mountain-shaped clamp through the steel pipe, so that the clamping area of the square wood is increased, the clamping firmness and the use safety of the square wood are greatly improved, and the pull rod is also in support through the square wood arranged in the horizontal direction, so that the support firmness of the square wood is increased, and the support stability of the joist 3 is further improved.
The above description is only of the preferred embodiments of the present utility model; the scope of the utility model is not limited in this respect. Any person skilled in the art, within the technical scope of the present disclosure, may apply to the present utility model, and the technical solution and the improvement thereof are all covered by the protection scope of the present utility model.
Claims (6)
1. The utility model provides a cast-in-situ shear force wall exterior wall template bracket structure, includes outer wall body (1), its characterized in that: the side surface of the outer wall body (1) is inserted with a pull rod (2), the surface of the pull rod (2) is connected with two nuts (23) through threads, the side surfaces of the two nuts (23) are respectively connected with a left mountain-shaped clamp (21) and a right mountain-shaped clamp (22) in a contact way, the left mountain type card (21) and the one side of right mountain type card (22) joint have symmetrical left steel pipe (24) and right steel pipe (25) respectively, the side contact extrusion of right steel pipe (25) has top wood (4) and below wood (5), support column (31) are fastened to the surface of top wood (4), joist (3) are fastened to one end of support column (31).
2. The cast-in-situ shear wall exterior wall formwork bracket structure as claimed in claim 1, wherein: the surface of top wood (4) and below wood (5) all is equipped with symmetrical arc recess (51), and two recess (51) surround and have jack (52), the inner wall of jack (52) is connected with the surface contact of pull rod (2).
3. The cast-in-situ shear wall exterior wall formwork bracket structure as claimed in claim 1, wherein: a reinforcing block (32) and a reinforcing plate (33) are fastened at the bottom of the joist (3), the surface of the reinforcing block (32) is fastened with the surface of the supporting column (31), and the other end of the reinforcing plate (33) is fastened with the surface of the upper wood (4).
4. The cast-in-situ shear wall exterior wall formwork bracket structure as claimed in claim 1, wherein: the surfaces of the upper wood (4) and the lower wood (5) are fastened with connecting plates (34), the surfaces of the connecting plates (34) are fastened with the surfaces of the support columns (31), and the cross section of the support columns (31) is rectangular.
5. The cast-in-situ shear wall exterior wall formwork bracket structure as claimed in claim 1, wherein: the upper wood (4) and the lower wood (5) are fastened through nails (53), and the upper wood (4), the lower wood (5) and the joists (3) are parallel to each other.
6. The cast-in-situ shear wall exterior wall formwork bracket structure as claimed in claim 1, wherein: the side surface of the left steel pipe (24) is in contact extrusion with the inner wall of the outer wall body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322910768.XU CN221001980U (en) | 2023-10-30 | 2023-10-30 | Cast-in-situ shear wall outer wall template bracket structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322910768.XU CN221001980U (en) | 2023-10-30 | 2023-10-30 | Cast-in-situ shear wall outer wall template bracket structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221001980U true CN221001980U (en) | 2024-05-24 |
Family
ID=91085899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322910768.XU Active CN221001980U (en) | 2023-10-30 | 2023-10-30 | Cast-in-situ shear wall outer wall template bracket structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221001980U (en) |
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2023
- 2023-10-30 CN CN202322910768.XU patent/CN221001980U/en active Active
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