CN220285304U - Shear force wall exempts from template reinforced structure that punches - Google Patents
Shear force wall exempts from template reinforced structure that punches Download PDFInfo
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- CN220285304U CN220285304U CN202321748578.6U CN202321748578U CN220285304U CN 220285304 U CN220285304 U CN 220285304U CN 202321748578 U CN202321748578 U CN 202321748578U CN 220285304 U CN220285304 U CN 220285304U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 41
- 239000010959 steel Substances 0.000 claims description 41
- 238000009415 formwork Methods 0.000 claims description 10
- 238000009434 installation Methods 0.000 abstract description 11
- 230000007306 turnover Effects 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a punching-free template reinforcing structure of a shear wall, which comprises two groups of symmetrically arranged upper templates and lower templates, wherein a gap is arranged between the upper templates and the lower templates, a plurality of middle battens are arranged in the gap, the middle battens are I-shaped, clamping grooves are formed in the bottom of the inner wall of the upper template and the top of the inner wall of the lower template, and the bottom of the upper template and the top of the lower template are inserted into grooves at the upper end and the lower end of the middle battens; a gap is arranged between two adjacent middle battens, opposite-pull screws are inserted into the gap, and reinforcing components are arranged on the outer sides of the upper template and the lower template; both sides of the upper template and the lower template are provided with side baffle components. The utility model has the advantages that the middle battens and the pressing blocks are grooved, the keel is convenient to fix, the keel is prevented from sliding during installation, the position can be quickly fixed, the installation time is reduced, the working efficiency is improved, a plurality of middle battens are arranged at intervals, the holes are prevented from being formed in the templates, the turnover times of the templates are increased, and the waste of resources is reduced.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a punching-free template reinforcing structure of a shear wall.
Background
Under normal conditions, large-scale concrete basement exterior wall formwork sub-projects in projects such as basements, sewage ponds and water storage ponds are installed mostly by adopting a traditional construction method of drilling water stop screws on plywood, so that construction cost is increased, potential safety hazards of construction electricity are increased, and further construction cost is increased.
Formwork reinforcement of basement shear force wall adopts the conventional reinforcement mode to need to open the screw hole and carry out the pair and draw the reinforcement, and after the form removal, the template leaves a large amount of screw holes, and when the template was the turnover next time, need carry out hole repair shutoff, consume a large amount of manual work, reduce the turnover number of times of template simultaneously. In recent years, the concept of green construction in the building industry in China is also developed deeply, and the building template is used as one of main turnover materials for building construction, so that the wood material can be better saved by saving the construction template. And increasing the turnover number of the template is one of the main measures for saving the template. Moreover, the existing templates and keels are not firm in installation, time is wasted in installation, rapid installation cannot be achieved, and working efficiency is reduced. Therefore, the reinforcing structure for the shear wall punching-free template is provided, damage to the template is reduced, the template is ensured to be used for more times, the template can be rapidly installed, and the working efficiency is improved.
Disclosure of Invention
The utility model aims to provide a punching-free template reinforcing structure for a shear wall, which solves the problems.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model relates to a punching-free template reinforcing structure of a shear wall, which comprises two groups of symmetrically arranged upper templates and lower templates, and is characterized in that: a gap is formed between the upper template and the lower template, a plurality of middle battens are arranged in the gap, the middle battens are I-shaped, clamping grooves are formed in the bottom of the inner wall of the upper template and the top of the inner wall of the lower template, and the bottom of the upper template and the top of the lower template are inserted into grooves at the upper end and the lower end of the middle battens; a gap is formed between two adjacent middle battens, a counter-pulling screw is inserted into the gap, reinforcing components are arranged on the outer sides of the upper die plate and the lower die plate, each reinforcing component comprises a secondary steel pipe keel arranged at the left end and the right end of the counter-pulling screw, two first arc-shaped grooves are formed in the outer wall of each middle batten, a rod body of each secondary steel pipe keel is clamped in each first arc-shaped groove, an upper main steel pipe keel and a lower main steel pipe keel are arranged on the outer side of each secondary steel pipe keel, a pressing block is arranged on the outer side of each main steel pipe keel, a through hole is formed in each pressing block, nuts are connected to the corresponding counter-pulling screw through the through holes in a threaded mode, a second arc-shaped groove is formed in one face, close to each main steel pipe keel, and the outer wall of each main steel pipe keel is clamped in each second arc-shaped groove; and both sides of the upper template and the lower template are respectively provided with a side baffle component.
Further, the side shield assembly comprises a side shield and a locking block, the side shield is arranged on the outer side of the side walls of the upper die plate and the lower die plate, a through hole is formed in the center of the locking block, the locking block is sleeved on the end portion of the secondary steel pipe keel through the through hole, a threaded hole is formed in the locking block, a bolt is connected with the threaded hole in a threaded mode, and the bottom of the bolt is propped against the bottom surface of a strip-shaped groove formed in the wall of the secondary steel pipe keel.
Further, the distance between the two locking blocks is smaller than the length of the side baffle.
Further, the thickness of the middle section of the middle slat is equal to the diameter of the push-to-pull screw.
Further, the distance between two adjacent intermediate strips is equal to the diameter of the counter screw.
Further, the inside of the middle lath is connected with a reinforcing member in a truncated cone shape through threads on the opposite-pulling screw rod, and the diameter of one end, close to the middle lath, of the reinforcing member is larger than that of the other end.
Compared with the prior art, the utility model has the beneficial technical effects that:
the utility model has the advantages that the grooves are formed in the middle battens and the pressing blocks, the secondary steel pipe keels and the main steel pipe keels are more convenient to fix, the keels are prevented from sliding during installation, the positions of the keels can be quickly fixed, the installation time is greatly shortened, the working efficiency is improved, a plurality of middle battens are arranged at intervals, the holes are prevented from being formed in the templates, the turnover times of the templates are increased, and the waste of resources is reduced.
Drawings
The utility model is further described with reference to the following description of the drawings.
FIG. 1 is a schematic structural view of a perforation-free formwork reinforcement structure for a shear wall according to the present utility model;
FIG. 2 is a top view of a hole-free formwork reinforcement structure for shear walls in accordance with the present utility model;
FIG. 3 is an enlarged view of FIG. 2 at A;
FIG. 4 is a cross-sectional view of a hole-free formwork reinforcement structure for shear walls in accordance with the present utility model;
FIG. 5 is an enlarged view of FIG. 4 at B;
reference numerals illustrate: 1. an upper template; 2. a lower template; 3. a middle slat; 4. a counter-pulling screw; 5. a secondary steel pipe keel; 6. a main steel pipe keel; 7. briquetting; 8. a nut; 9. a second arc-shaped groove; 10. side baffles; 11. a locking block; 12. a bolt; 13. a bar-shaped groove; 14. a reinforcement; 15. a first arcuate slot.
Detailed Description
As shown in figures 1-5, the punching-free template reinforcing structure of the shear wall comprises two groups of symmetrically arranged upper templates 1 and lower templates 2, gaps are arranged between the upper templates 1 and the lower templates 2, and a plurality of middle battens 3 are arranged in the gaps.
The middle lath 3 of the prior art is mostly flat plate only for spacing the upper and lower templates 1 and 2, but such middle lath 3 is disadvantageous for fixing the upper and lower templates 1 and 2, and requires a worker to fix the upper and lower templates 1 and 2 by other means at the time of installation. The middle lath 3 in the application is I-shaped, the draw-in groove has all been seted up at the inner wall bottom of cope match-plate pattern 1 and the inner wall top of lower bolster 2, the bottom of cope match-plate pattern 1 and the top of lower bolster 2 all inject in the recess at both ends about middle lath 3, utilize the draw-in groove of seting up on cope match-plate pattern 1 and the lower bolster 2 can just make the bottom of cope match-plate pattern 1 inject in the recess of middle lath 3 upper end when the installation, utilize middle lath 3 consolidates cope match-plate pattern 1, and cope match-plate pattern 1, middle lath 3 and the inner wall of lower bolster 2 are the coplanar.
A gap is formed between two adjacent middle battens 3, a counter-pulling screw 4 is inserted into the gap, the thickness of the middle section of each middle batten 3 is equal to the diameter of the counter-pulling screw 4, and the distance between two adjacent middle battens 3 is equal to the diameter of the counter-pulling screw 4.
The inside of the middle lath 3 is connected with a reinforcing member 14 through threads on the opposite-pulling screw 4, the reinforcing member 14 is in a round table shape, the diameter of one end, close to the middle lath 3, of the reinforcing member 14 is larger than that of the other end, the diameter of one end, close to the middle lath 3, of the reinforcing member 14 is larger than that of one side of the inner wall of the middle lath 3, so that the end part of the reinforcing member 14 can be extruded on the upper template 1 and the lower template 2, and the firmness of the upper template 1 and the lower template 2 is further improved.
The utility model discloses a steel pipe joist, including the lower bolster, the lower bolster is equipped with the reinforcing assembly, the reinforcing assembly is including arranging in the secondary steel pipe joist 5 at both ends about the counter screw 4, two first arc grooves 15 have been seted up on the outer wall of middle lath 3, the shaft card of secondary steel pipe joist 5 is in the first arc groove 15, two main steel pipe joists 6 about the outside of secondary steel pipe joist 5 is equipped with, the outside of main steel pipe joist 6 is equipped with briquetting 7, the through-hole has been seted up on the briquetting 7, the counter screw 4 runs through threaded connection has nut 8 behind the through-hole, briquetting 7 is close to set up second arc groove 9 in the one side of main steel pipe joist 6, the outer wall card of main steel pipe joist 6 is in the second arc groove 9, through first arc groove 15 and second arc groove 9 are convenient for the installation of secondary steel pipe joist 5 and main steel pipe joist 6, great reduction installation time has improved work efficiency.
The side baffle assembly comprises a side baffle 10 and a locking block 11, the side baffle 10 is arranged on the outer side of the side walls of the upper die plate 1 and the lower die plate 2, a through hole is formed in the center position of the locking block 11, the locking block 11 is sleeved on the end portion of the secondary steel pipe keel 5 through the through hole, a threaded hole is formed in the locking block 11, the threaded hole is connected with a bolt 12 through threads, and the bottom of the bolt 12 is propped against the bottom surface of a strip-shaped groove 13 formed in the wall of the secondary steel pipe keel 5.
The distance between the two locking blocks 11 is smaller than the length of the side baffle 10.
The action process of the utility model is as follows:
firstly, working procedures such as paying off, checking wires, binding reinforcing steel bars, reserving and embedding equipment pipelines and holes, concealing, checking and accepting are carried out on a construction site, then two lower templates 2 are installed, then middle battens 3 are installed on the two lower templates 2, the distance between the two middle battens 3 is not more than 15mm (the thickness of the middle battens 3 and the diameter of a counter-pulling screw 4), then reinforcing steel members 14 are installed on the counter-pulling screw 4, the counter-pulling screw 4 is placed in a gap between the two middle battens 3, then the ends of the reinforcing steel members 14 are tightly attached to the middle battens 3 and the lower templates 2, the middle battens 3 and the lower templates 2 are reinforced, then an upper template 1 is installed on the middle battens 3, then the secondary steel pipe keels 5 are placed in a first arc-shaped groove 15, then a pressing block 7 and a nut 8 are installed on the counter-pulling screw 4, then a main steel pipe keel 6 is placed in a second arc-shaped groove 9, the pressing block 7 is pressed towards the secondary steel pipe keels 5 until the main steel pipe keels 6 are pressed on the secondary steel pipe keels 5, the pressing block 7 is poured through the nut 8, then the reinforcing steel plates 3 are tightly attached to the middle battens 3 and the lower templates are tightly fixed, the middle template and the lower templates are corrected after accepting is completed.
The above embodiments are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solutions of the present utility model should fall within the protection scope defined by the claims of the present utility model without departing from the design spirit of the present utility model.
Claims (6)
1. The utility model provides a shear force wall exempts from template reinforced structure that punches, includes cope match-plate pattern (1) and lower bolster (2) that two sets of symmetries set up, its characterized in that: a gap is formed between the upper template (1) and the lower template (2), a plurality of middle battens (3) are arranged in the gap, the middle battens (3) are I-shaped, clamping grooves are formed in the bottom of the inner wall of the upper template (1) and the top of the inner wall of the lower template (2), and the bottom of the upper template (1) and the top of the lower template (2) are inserted into grooves at the upper end and the lower end of the middle battens (3); a gap is formed between two adjacent middle battens (3), opposite-pulling screws (4) are inserted into the gap, reinforcing components are arranged on the outer sides of the upper template (1) and the lower template (2), each reinforcing component comprises a secondary steel pipe keel (5) arranged at the left end and the right end of each opposite-pulling screw (4), two first arc grooves (15) are formed in the outer wall of each middle batten (3), a rod body of each secondary steel pipe keel (5) is clamped in each first arc groove (15), an upper main steel pipe keel (6) and a lower main steel pipe keel (6) are arranged on the outer side of each secondary steel pipe keel (5), a pressing block (7) is arranged on the outer side of each main steel pipe keel (6), a through hole is formed in each pressing block (7), each opposite-pulling screw (4) penetrates through the corresponding through hole, a nut (8) is connected in a threaded mode, a second arc groove (9) is formed in one face, close to each main steel pipe keel (6), and the outer wall of each main steel pipe keel (6) is clamped in each second arc groove (9). Both sides of the upper template (1) and the lower template (2) are respectively provided with a side baffle component.
2. The shear wall perforation-free formwork reinforcing structure of claim 1, wherein: the side baffle assembly comprises a side baffle (10) and a locking block (11), the side baffle (10) is arranged on the outer side of the side walls of the upper die plate (1) and the lower die plate (2), a through hole is formed in the center position of the locking block (11), the locking block (11) is sleeved on the end portion of the secondary steel pipe keel (5) through the through hole, a threaded hole is formed in the locking block (11), a bolt (12) is connected with the threaded hole in a threaded mode, and the bottom of the bolt (12) is propped against the bottom surface of a strip-shaped groove (13) formed in the pipe wall of the secondary steel pipe keel (5).
3. The shear wall perforation-free formwork reinforcing structure of claim 2, wherein: the distance between the two locking blocks (11) is smaller than the length of the side baffle (10).
4. The shear wall perforation-free formwork reinforcing structure of claim 1, wherein: the thickness of the middle section of the middle slat (3) is equal to the diameter of the counter-pulling screw (4).
5. The shear wall perforation-free formwork reinforcing structure of claim 1, wherein: the distance between two adjacent intermediate strips (3) is equal to the diameter of the opposite-pulling screw (4).
6. The shear wall perforation-free formwork reinforcing structure of claim 1, wherein: the inside of the middle lath (3) is connected with a reinforcing member (14) through threads on the opposite-pulling screw rod (4), the reinforcing member (14) is in a round table shape, and the diameter of one end, close to the middle lath (3), of the reinforcing member (14) is larger than that of the other end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321748578.6U CN220285304U (en) | 2023-07-05 | 2023-07-05 | Shear force wall exempts from template reinforced structure that punches |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321748578.6U CN220285304U (en) | 2023-07-05 | 2023-07-05 | Shear force wall exempts from template reinforced structure that punches |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220285304U true CN220285304U (en) | 2024-01-02 |
Family
ID=89344315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321748578.6U Active CN220285304U (en) | 2023-07-05 | 2023-07-05 | Shear force wall exempts from template reinforced structure that punches |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220285304U (en) |
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2023
- 2023-07-05 CN CN202321748578.6U patent/CN220285304U/en active Active
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