CN214090982U - Reinforcing tool for template at construction joint position of bottom plate and shear wall - Google Patents
Reinforcing tool for template at construction joint position of bottom plate and shear wall Download PDFInfo
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- CN214090982U CN214090982U CN202022946375.0U CN202022946375U CN214090982U CN 214090982 U CN214090982 U CN 214090982U CN 202022946375 U CN202022946375 U CN 202022946375U CN 214090982 U CN214090982 U CN 214090982U
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- vertical square
- angle steel
- shear wall
- square pipes
- construction joint
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Abstract
A template reinforcing tool for a construction joint part of a bottom plate and a shear wall comprises wooden keels (8) symmetrically arranged on the outer wall surfaces of templates (7) on two sides of the construction joint part of the shear wall, vertical square pipes (1) symmetrically fixed on the outer sides of the wooden keels, angle steel cross beams (2) transversely arranged at the top ends of the two vertical square pipes, and counter-pulling water-stopping screw rods (6) connected to the lower parts of the two vertical square pipes; two vertical square pipes and an angle steel cross beam are welded into a door type structure; and the two vertical square pipes are uniformly provided with split holes (5) for the split water-stopping screw rods to pass through. The utility model discloses the structure atress is reasonable, and construction method is simple high-efficient, and construction cost is low, the high quality, and installs and remove portably, repeatedly usable.
Description
Technical Field
The utility model belongs to the technical field of the construction appurtenance, concretely relates to consolidate bottom plate and the used machining tool of shear force wall construction joint position template.
Background
In building construction, the bottom plate and the template at the construction joint of the shear wall are usually supported and reinforced by wood beams, steel pipes, linings and the like, the construction process is multiple, the construction is complex, the material consumption is large, the waste is large, part of the material (wood beams) cannot be recycled, the transportation cost is high, the labor cost is high, the template is not straight after installation, and the deformation after stress is large, so that the size and the appearance quality of the lower part of the concrete-poured shear wall cannot be ensured.
Disclosure of Invention
The utility model aims at solving the defect that above-mentioned prior art exists, provide a bottom plate and shear force wall construction joint position template reinforcement instrument that processing simple manufacture, structure atress are reasonable, construction process are succinct high-efficient, construction quality is high.
The purpose of the utility model is realized through the following technical scheme.
A template reinforcing tool for a construction joint part of a bottom plate and a shear wall comprises wooden keels symmetrically arranged on the outer wall surfaces of templates on two sides of the construction joint part of the shear wall, vertical square pipes symmetrically fixed on the outer sides of the wooden keels, angle steel cross beams transversely arranged at the top ends of the two vertical square pipes, and counter-pulling water stop screw rods connected to the lower parts of the two vertical square pipes; two vertical square pipes and an angle steel cross beam are welded into a door type structure; and the two vertical square pipes are uniformly provided with opposite-pulling holes for the opposite-pulling water-stopping screw rods to pass through.
Furthermore, the angle steel cross beam is formed by welding two angle steels in opposite directions, the opening angle of one angle steel faces upwards, the opening angle of the other angle steel faces downwards, the vertical side strips of the two angle steels are oppositely arranged, opposite bolt connecting holes are uniformly distributed in the vertical side strips, and the two angle steels are mutually pulled by bolts penetrating through the bolt connecting holes.
Furthermore, the specification of the used angle steel is 50mm multiplied by 4mm, and bolt connecting holes with the interval of 50mm are uniformly distributed on the vertical side strips of the angle steel.
Furthermore, the cross section of the wood keel is 50mm multiplied by 80mm, the vertical square tube is made of steel tubes with the specification of 50mm multiplied by 4mm, and a counter-pulling hole is arranged at intervals of 50mm within the range of 100 mm-300 mm from the bottom end of the vertical square tube upwards.
The utility model discloses with vertical side's pipe mounting in the template wooden keel outside, with the welding of angle steel crossbeam, utilize to drawing stagnant water screw rod and be connected, make bottom plate and shear force wall construction joint position template reinforcement system form wholly, the atress is reasonable, simple manufacture, the process is simple and convenient, consolidates the convenience, the high just construction load effect of efficiency of construction warp down less, application scope is wide, also can regard as the reinforcement system of the anti-bank concrete form installation of bathroom, kitchen. The utility model discloses but batch production and reuse practice thrift engineering cost, reduce wooden tree's quantity, can reach green construction requirement.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the present invention in use.
Detailed Description
As shown in fig. 1 and 2, the formwork reinforcing tool for the construction joint of the bottom plate and the shear wall comprises transverse wooden keels 8 symmetrically arranged on the outer wall surfaces of formworks 7 on two sides of the construction joint of the shear wall, vertical square pipes 1 symmetrically fixed on the outer sides of the wooden keels, angle steel cross beams 2 transversely arranged at the top ends of the two vertical square pipes 1, and counter-pulling water stop screw rods 6 connected to the lower parts of the two vertical square pipes. Two vertical square pipes 1 and angle steel crossbeam 2 weld into portal structure. The two vertical square pipes 1 are uniformly provided with split holes 5 for the split water stop screws to pass through. The cross section size of the wood keel 8 of this embodiment is 50mm 80mm, and vertical square pipe 1 adopts the steel pipe of specification 50mm 4mm, upwards 100mm ~ 300mm within range apart from the bottom in vertical square pipe, and every 50mm sets up one and to the trompil 5. The angle steel crossbeam adopts two angle steels butt welding to constitute, and the flare angle of one angle steel is up, and the flare angle of another angle steel is down, and the perpendicular limit strip of two angle steels sets up relatively and equipartition has seted up relative bolted connection hole 3 on perpendicular limit strip, and two angle steels adopt the bolt 4 of passing the bolted connection hole to draw each other. The specification of the angle steel adopted by the embodiment is 50mm multiplied by 4mm, and bolt connecting holes 3 with the interval of 50mm are uniformly distributed on the vertical edge strips of the two angle steels.
Will the utility model is used for during bottom plate and the reinforcement of shear force wall construction joint position instrument formula template, operating method as follows:
a. welding a water stop steel plate 11, templates 7 at two sides of a construction joint and a wood keel 8 according to the construction process requirement at the position of a construction joint of a bottom plate 9 and a shear wall 10 where a hanging formwork is required to be installed, and installing welding pieces of two vertical square pipes 1 and an angle steel cross beam 2 on the outer side of the keel; when the angle steel cross beam and the vertical square pipe are welded and prefabricated, the two angle steels 2 are welded oppositely, and the horizontal side strips of the angle steels are positioned on the top surface. According to the size of the shear wall, bolts 4 are adopted to penetrate through bolt connecting holes 3 in the angle steel and are screwed tightly;
b. according to the on-site construction requirement, the counter-pull water-stop screw 6 penetrates through counter-pull holes 5 at different heights on the vertical square pipe, and is tensioned to meet the construction requirement;
c. and checking the verticality and the flatness of the template 7, and properly adjusting the bolts 4 to ensure the smoothness and the straightness of the template and meet the construction quality requirement.
The utility model discloses a welding of vertical side's pipe and angle steel crossbeam, the integral structure who recycles to drawing stagnant water screw rod connection component structure firm and easily adjust, its structural atress is reasonable, and construction method is simple high-efficient, and construction cost is low, the high quality. The utility model discloses install and remove portably to repeatedly usable.
Claims (4)
1. A template reinforcing tool for a construction joint part of a bottom plate and a shear wall is characterized by comprising wooden keels (8) symmetrically arranged on the outer wall surfaces of templates (7) on two sides of the construction joint part of the shear wall, vertical square pipes (1) symmetrically fixed on the outer sides of the wooden keels, angle steel cross beams (2) transversely arranged at the top ends of the two vertical square pipes (1), and counter-pulling water-stopping screw rods (6) connected to the lower parts of the two vertical square pipes; two vertical square tubes (1) and an angle steel cross beam (2) are welded into a door type structure; and the two vertical square pipes (1) are uniformly provided with split holes (5) for the split water screws to pass through.
2. The template reinforcing tool for the construction joint part of the bottom plate and the shear wall as claimed in claim 1, wherein the angle steel beam (2) is formed by welding two angle steels in opposite directions, the open angle of one angle steel faces upwards, the open angle of the other angle steel faces downwards, the vertical side strips of the two angle steels are arranged oppositely, opposite bolt connecting holes (3) are uniformly distributed on the vertical side strips, and the two angle steels are mutually pulled by bolts (4) penetrating through the bolt connecting holes.
3. The formwork reinforcing tool for the construction joint part of the base plate and the shear wall as claimed in claim 2, wherein the size of the used angle steel is 50mm x 4mm, and bolt connecting holes (3) with 50mm intervals are uniformly distributed on the vertical edge strips of the angle steel.
4. The template reinforcing tool for the construction joint part of the base plate and the shear wall as claimed in claim 1, 2 or 3, wherein the cross dimension of the wood keel (8) is 50mm x 80mm, the vertical square tube (1) is made of steel tubes with the specification of 50mm x 4mm, and the distance from the bottom end of the vertical square tube (1) to the top is 100 mm-300 mm, and the counter-pulling holes (5) are formed every 50 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022946375.0U CN214090982U (en) | 2020-12-07 | 2020-12-07 | Reinforcing tool for template at construction joint position of bottom plate and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022946375.0U CN214090982U (en) | 2020-12-07 | 2020-12-07 | Reinforcing tool for template at construction joint position of bottom plate and shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214090982U true CN214090982U (en) | 2021-08-31 |
Family
ID=77461873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022946375.0U Active CN214090982U (en) | 2020-12-07 | 2020-12-07 | Reinforcing tool for template at construction joint position of bottom plate and shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214090982U (en) |
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2020
- 2020-12-07 CN CN202022946375.0U patent/CN214090982U/en active Active
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