CN214739878U - Structure is assembled to high-rise shear force wall large mould board - Google Patents
Structure is assembled to high-rise shear force wall large mould board Download PDFInfo
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- CN214739878U CN214739878U CN202121133143.1U CN202121133143U CN214739878U CN 214739878 U CN214739878 U CN 214739878U CN 202121133143 U CN202121133143 U CN 202121133143U CN 214739878 U CN214739878 U CN 214739878U
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- steel pipe
- template
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- square
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- 238000009415 formwork Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 12
- 230000002787 reinforcement Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model provides a large template assembly structure of a high-rise shear wall, which comprises a template, a first square steel pipe, a second square steel pipe and a connecting steel pipe; wherein the left side and the right side of the template are both fixed with a first square steel pipe, and the upper side and the lower side of the template are both fixed with a second square steel pipe; the end parts of each adjacent first square steel pipe and second square steel pipe are fixedly connected; wherein a plurality of third-party steels are longitudinally fixed on the outer surface of the template; the upper end and the lower end of the third square steel are vertically welded and fixed with the second square steel pipe; the upper surface of the third-party steel pipe is provided with a plurality of groups of connecting steel pipes arranged in two rows from top to bottom in sequence; the split screw holes are all arranged in the gaps between the two rows of the connecting steel pipes; the top of the template is provided with a lifting lug; a clamping hoop is arranged between each group of connecting steel pipes; and two ends of each clamping hoop meet the third-party steel pipe through the second rivet. Can be repeatedly used, saves labor and has high efficiency.
Description
Technical Field
The utility model relates to the technical field of building, especially, relate to a tectonic structure is assembled to high-rise shear force wall large formworks.
Background
At present, aiming at the installation and construction of a high and large template of an ultra-high-rise elevator shaft, the use method is single, the template is manufactured by blanking, square steel and steel pipes are fixed, the arrangement and the hole opening of a pair of pulling screw rods are carried out, and the hoisting and the reinforcement are carried out, but the template construction at the outer wall and the construction joint of a construction site cannot be carried out, the template cannot be repeatedly used, the structural stability is poor, and the verticality of the template cannot be calibrated in time.
Disclosure of Invention
In order to solve the problems, the invention discloses a large formwork assembling structure of a high-rise shear wall, which can be repeatedly used, is convenient to hoist, saves labor and has high efficiency.
A large template assembly structure of a high-rise shear wall comprises a template, a first square steel pipe, a second square steel pipe and a connecting steel pipe; wherein the left side and the right side of the template are both fixed with a first square steel pipe, and the upper side and the lower side of the template are both fixed with a second square steel pipe; the end parts of each adjacent first square steel pipe and second square steel pipe are fixedly connected; wherein a plurality of third-party steels are longitudinally fixed on the outer surface of the template; the upper end and the lower end of the third square steel are vertically welded and fixed with the second square steel pipe; the upper surface of the third-party steel pipe is provided with a plurality of groups of connecting steel pipes arranged in two rows from top to bottom in sequence; wherein the templates are provided with a plurality of split screw holes; each split screw rod hole is arranged in a gap between two rows of connecting steel pipes; the top of the template is provided with a lifting lug; a clamping hoop is arranged between each group of connecting steel pipes; and two ends of each clamping hoop meet the third-party steel pipe through the second rivet.
The utility model discloses the further improvement lies in: wherein the lifting lug is made of phi 12 round steel.
The utility model discloses the further improvement lies in: and the upper end and the lower end of the third-party steel pipe are welded and fixed with the second-party steel pipe.
The utility model discloses the further improvement lies in: the first, second and third steel pipes are fixedly connected with the template through first rivets.
The utility model discloses in the template construction of building site outer wall and construction joint department, wherein weld fixedly between first, second, three side steel pipes as template reinforcement required main joist; the split screw holes, the first, second and third steel pipes and the template required by template reinforcement are connected with the template through first rivets in a reinforcement manner; be convenient for install with tear open, be equipped with chucking hoop simultaneously, utilize the second rivet, guaranteed the stability that the connecting steel pipe is connected.
The utility model has the advantages that: the method can be used for the construction of the outer wall of the high-rise shear wall and the construction and reinforcement of the template at the construction joint, and can reduce the times of high-altitude operation and the risk of high-altitude operation.
Drawings
FIG. 1 is a schematic structural view of the present invention;
list of reference numerals:
wherein 1-a template; 2-a first square steel tube; 3-a second square steel tube; 4-connecting a steel pipe; 5-third party steel pipe; 6-opposite-pull screw holes; 7-lifting lugs; 8-a first rivet; 9-a second rivet; 10-clamping hoop.
Detailed Description
The present invention will be further illustrated with reference to the accompanying drawings and specific embodiments, which are to be understood as merely illustrative of the invention and not as limiting the scope of the invention. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
As shown in fig. 1, the large formwork splicing structure of the high-rise shear wall of the embodiment includes a formwork 1, a first square steel pipe 2, a second square steel pipe 3 and a connecting steel pipe 4; wherein, the left side and the right side of the template 1 are both fixed with a first square steel tube 2, and the upper side and the lower side are both fixed with a second square steel tube 3; the end parts of the first square steel tube 2 and the second square steel tube 3 which are adjacent are fixedly connected;
the first, second and third steel pipes 2, 3 and 5 are fixedly connected with the template 1 through a first rivet 8.
Wherein a plurality of third square steels 5 are longitudinally fixed on the outer surface of the template 1; wherein the upper and lower ends of the third square steel pipe 5 are vertically welded and fixed with the second square steel pipe 3.
Wherein, the upper surface of the third-party steel pipe 5 is provided with a plurality of groups of connecting steel pipes 4 arranged in two rows from top to bottom in sequence; wherein the templates 1 are provided with a plurality of split screw holes 6; each split screw rod hole 6 is arranged in a gap between two rows of connecting steel pipes 4; a lifting lug 7 is arranged at the top of the template 1; the lifting lug 7 is made of phi 12 round steel.
A clamping hoop 10 is arranged between each group of connecting steel pipes 4; both ends of each of the clampers 10 meet the third party steel pipe 5 through the second rivet 9.
The embodiment can be used for template construction on the outer wall and the construction joint of a construction site, wherein the first, second and third steel pipes 2, 3 and 5 are welded and fixed to be used as main keels required by the reinforcement of the template 1; the split screw holes 6 required by the reinforcement of the template 1 are reasonably distributed, and the first, second and third steel pipes 2, 3 and 5 are connected with the template 1 in a reinforcement manner through first rivets 8; be convenient for install and tear open, be equipped with chucking hoop 10 simultaneously, utilize second rivet 9, guaranteed the stability of connecting the steel pipe connection.
The reinforcing steel bars need to be embedded below the shear wall before the template 1 is installed, and the template is fixed before being reinforced, so that the overall stability of the template is facilitated.
The technical means disclosed in the invention scheme are not limited to the technical means disclosed in the above embodiments, but also include the technical scheme formed by any combination of the above technical features.
Claims (4)
1. The utility model provides a big template assembly structure of high-rise shear wall which characterized in that: comprises a template (1), a first square steel pipe (2), a second square steel pipe (3) and a connecting steel pipe (4); wherein the left side and the right side of the template (1) are both fixed with a first square steel pipe (2), and the upper side and the lower side are both fixed with a second square steel pipe (3); the end parts of each adjacent first square steel pipe (2) and second square steel pipe (3) are fixedly connected; wherein a plurality of third-party steel pipes (5) are longitudinally fixed on the outer surface of the template (1); the upper end and the lower end of the third square steel pipe (5) are vertically welded and fixed with the second square steel pipe (3); wherein the upper surface of the third-party steel pipe (5) is provided with a plurality of groups of connecting steel pipes (4) arranged in two rows from top to bottom in sequence; wherein the templates (1) are provided with a plurality of split screw holes (6); each split screw hole (6) is arranged in a gap between two rows of connecting steel pipes (4); a lifting lug (7) is arranged at the top of the template (1); a clamping hoop (10) is arranged between each group of connecting steel pipes (4); both ends of each clamping hoop (10) meet the third-party steel pipe (5) through the second rivet (9).
2. The large formwork assembling structure of the high-rise shear wall according to claim 1, wherein: wherein the lifting lug (7) is made of phi 12 round steel.
3. The large formwork assembling structure of the high-rise shear wall according to claim 1, wherein: the upper end and the lower end of the third square steel pipe (5) are welded and fixed with the second square steel pipe (3).
4. The large formwork assembling structure of the high-rise shear wall according to claim 1, wherein: the first, second and third steel pipes (2, 3 and 5) are fixedly connected with the template (1) through a first rivet (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121133143.1U CN214739878U (en) | 2021-05-25 | 2021-05-25 | Structure is assembled to high-rise shear force wall large mould board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121133143.1U CN214739878U (en) | 2021-05-25 | 2021-05-25 | Structure is assembled to high-rise shear force wall large mould board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214739878U true CN214739878U (en) | 2021-11-16 |
Family
ID=78625178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121133143.1U Active CN214739878U (en) | 2021-05-25 | 2021-05-25 | Structure is assembled to high-rise shear force wall large mould board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214739878U (en) |
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2021
- 2021-05-25 CN CN202121133143.1U patent/CN214739878U/en active Active
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