CN213597029U - Movable early-dismantling system template - Google Patents

Movable early-dismantling system template Download PDF

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Publication number
CN213597029U
CN213597029U CN202021888947.8U CN202021888947U CN213597029U CN 213597029 U CN213597029 U CN 213597029U CN 202021888947 U CN202021888947 U CN 202021888947U CN 213597029 U CN213597029 U CN 213597029U
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China
Prior art keywords
steel back
fixedly connected
shaped channel
stupefied
support column
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CN202021888947.8U
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Chinese (zh)
Inventor
孟祥建
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Jiangsu Bangwei Machinery Manufacture Co ltd
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Jiangsu Bangwei Machinery Manufacture Co ltd
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Abstract

The utility model discloses a movable early tear system's template open relates to building templates technical field. The utility model provides a movable early tear system's template open, includes early tear maintenance system, moving mechanism and adjustment mechanism open, early tear maintenance system open includes that L type channel-section steel back is stupefied, and the stupefied quantity of L type channel-section steel back is two, the stupefied inner wall of L type channel-section steel back has wooden beam to connect the claw through the fastening bolt spiro union, and L type channel-section steel back is stupefied and is connected claw fixedly connected with carpenter's word roof beam through wooden beam, the one end conflict of carpenter's word roof beam has the tectorial membrane plywood. The utility model discloses a first support column, the stupefied and adjustment mechanism's of L type channel-section steel back of the body setting has realized that this utility model building templates can early tear open, when the concrete intensity reaches more than 50% of design intensity, can adjust the stupefied height of first support column and the L type channel-section steel back of the body through adjustment mechanism to it is stupefied to be convenient for demolish first support column and the L type channel-section steel back of the body.

Description

Movable early-dismantling system template
Technical Field
The utility model relates to a building templates technical field specifically is a movable early tear open system's template open.
Background
In recent years, the underground comprehensive pipe gallery forms a modern, scientific and intensive urban infrastructure in the same underground space, and the building template is a temporary structure and is manufactured according to design requirements, so that a concrete structure is formed according to the specified position and geometric dimension, the position is ensured to be correct, the dead weight of the building template and the load acting on the building template are borne, the purpose of template engineering is achieved, the quality and the construction safety of concrete engineering are ensured, the construction progress is accelerated, and the engineering cost is reduced.
A building template for cast-in-place concrete structure construction is a model structure for ensuring that a concrete structure is formed by pouring concrete according to design requirements, and the building template bears horizontal load and vertical load in the construction process of the concrete structure, but the existing building template cannot be disassembled early, so that the utilization rate of the building template is reduced, and the movable early-disassembling system template is provided for the purpose.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a movable tears system's template early open to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a movable early-dismantling system template comprises an early-dismantling maintenance system, a moving mechanism and an adjusting mechanism, wherein the early-dismantling maintenance system comprises an L-shaped channel steel back edge, the number of the L-shaped channel steel back edge is two, the inner wall of the L-shaped channel steel back edge is in screwed connection with a wood beam connecting claw through a fastening bolt, the L-shaped channel steel back edge is fixedly connected with a wood beam through the wood beam connecting claw, one end of the wood beam is butted with a film-coated plywood, a right-angle corner of the L-shaped channel steel back edge is fixedly connected with an inverted angle steel, a round hole is formed in the central position of the inverted angle steel, the inverted angle steel is movably connected with a diagonal steel wire rope through the round hole, one end of the diagonal steel wire rope is fixedly connected with a steel wire tightener, one end of the steel wire tightener is fixedly connected with the bottom of the opposite L-shaped channel steel back edge, a first supporting column is fixedly connected with the bottom of one side, the central point of tectorial membrane plywood top inner wall puts and has contradicted support piece, support piece's bottom fixedly connected with second support column, and two L type channel-section steel backs of the body are stupefied along second support column axial lead symmetry, fixedly connected with is connected the horizontal pole between the stupefied and the first support column bottom of the L type channel-section steel back of the body, the first adjustable bracing of bottom fixedly connected with between the stupefied of L type channel-section steel back of the body, and the adjustable bracing of top fixedly connected with second between the stupefied of L type channel-section steel back of the body, the equal fixed mounting in side of the stupefied, first support column of L type channel-section steel back of the body and second support column bottom has moving mechanism, and its bottom all is.
Preferably, moving mechanism includes the connecting piece, and the bottom loose axle of connecting piece has connect and has removed the wheel, adjustment mechanism is including adjusting the pole, and adjusts the top fixedly connected with adjusting nut of pole, adjusting nut's the fixed screw post of top fixedly connected with, L type channel-section steel back of the body is stupefied, first support column and second support column respectively with fixed screw post activity spiro union.
Preferably, the L-shaped channel steel back edge, the first supporting column and the second supporting column are welded and fixed with the connecting piece.
Preferably, the first support column and the second support column have the same specification.
Preferably, the wood beam connecting claw is matched with the wood I-beam, the wood beam connecting claw is made of metal, and the wood I-beam is made of wood.
Preferably, the L-shaped channel steel back edge is made of forged steel.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) this movable early tears system's template open has realized this utility model building templates and can early tear open through the stupefied and adjustment mechanism's of first support column, the L type channel-section steel back of the body setting, when the concrete intensity reaches more than 50% of design intensity, can adjust the stupefied height of first support column and the L type channel-section steel back of the body through adjustment mechanism to it is stupefied to be convenient for demolish first support column and the L type channel-section steel back of the body.
(2) This movable early tears system's template open through moving mechanism's setting, has realized after dismantling this utility model building templates, is convenient for remove this building templates to can make the template can alone transport to a working face, reduced the cost of loop wheel machine, shortened construction cycle.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a side view of the present invention;
fig. 3 is a cross-sectional view of the present invention.
In the figure: 1. l-shaped channel steel back edges; 2. a wood beam connecting claw; 3. a woodwork character beam; 4. laminating a plywood; 5. chamfering angle steel; 6. a first support column; 7. cable-stayed steel wire ropes; 8. a steel wire tightener; 9. connecting the cross bars; 10. a first adjustable counter support; 11. a support member; 12. a second adjustable counter support; 13. a second support column; 14. adjusting a rod; 15. adjusting the nut; 16. fixing the silk columns; 17. a connecting member; 18. the wheel is moved.
Detailed Description
As shown in fig. 1-3, the utility model provides a technical solution: a movable early-dismantling system template comprises an early-dismantling maintenance system, a moving mechanism and an adjusting mechanism, wherein the early-dismantling maintenance system comprises L-shaped channel steel back ridges 1, the number of the L-shaped channel steel back ridges 1 is two, the inner walls of the L-shaped channel steel back ridges 1 are in threaded connection with wood beam connecting claws 2 through fastening bolts, the L-shaped channel steel back ridges 1 are fixedly connected with woodwork beams 3 through the wood beam connecting claws 2, one ends of the woodwork beams 3 are abutted with laminating adhesive plates 4, chamfer angles 5 are fixedly connected with right-angled corners of the L-shaped channel steel back ridges 1, round holes are formed in the center positions of the chamfer angles 5, the chamfer angles 5 are movably connected with oblique-pulling steel wire ropes 7 through the round holes, one ends of the oblique-pulling steel wire ropes 7 are fixedly connected with steel wire tighteners 8, one ends of the steel wire tighteners 8 are fixedly connected with the bottoms of the opposite L-shaped channel steel back ridges 1, first supporting columns 6 are fixedly connected with the bottoms of one sides of the L-, the central point of 4 top inner walls of tectorial membrane plywood puts and has contradicted support piece 11, support piece 11's bottom fixedly connected with second support column 13, and two L type channel steel backs are stupefied 1 symmetrical along the 13 axial lead of second support column, fixedly connected with connection horizontal pole 9 between stupefied 1 of L type channel steel back and the 6 bottoms of first support column, the first adjustable bracing 10 of bottom fixedly connected with between the stupefied 1 of L type channel steel back, and the adjustable bracing 12 of top fixedly connected with second between the stupefied 1 of L type channel steel back, the equal fixed mounting in side of first support column 6 and second support column 13 bottom has moving mechanism, and its bottom all is equipped with adjustment mechanism.
As shown in fig. 2 and 3, the moving mechanism includes a connecting piece 17, a moving wheel 18 is connected to the bottom of the connecting piece 17 through a movable shaft, the adjusting mechanism includes an adjusting rod 14, an adjusting nut 15 is fixedly connected to the top of the adjusting rod 14, a fixing screw column 16 is fixedly connected to the top of the adjusting nut 15, and the L-shaped channel steel back ridge 1, the first supporting column 6 and the second supporting column 13 are movably screwed with the fixing screw column 16 respectively.
As shown in fig. 2 and 3, the L-shaped channel back edge 1, the first support column 6 and the second support column 13 are all welded and fixed with the connecting piece 17.
As shown in fig. 1, the first support column 6 and the second support column 13 are of the same size.
As shown in fig. 1, the wood beam connecting claw 2 is matched with the wood I-beam 3, the wood beam connecting claw 2 is made of metal, and the wood I-beam 3 is made of wood.
As shown in fig. 1, the L-shaped back edge 1 of the channel steel is made of forged steel.
The working principle is as follows: when needs use this utility model building templates construction utility tunnel, at first use a tectorial membrane plywood 4 as a work unit, further install respectively at a tectorial membrane plywood 4's both ends and tear maintenance system early open, when the concrete intensity of pouring reaches more than 50% of design intensity, at first unscrew wooden beam engaging claw 2 through the mode of unscrewing fastening bolt, and take off carpenter's word roof beam 3, further reduce the height of L type channel-section steel back of the body 1 and first support column 6 respectively through rotatory adjusting nut 15, further through remove wheel 18 will tear maintenance system early open remove to next station can, it can to demolish plywood 4 and second support column 13 stupefied when the concrete intensity of pouring reaches more than 75% of design intensity.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a movable early tears system's template open, includes early tears maintenance system, moving mechanism and adjustment mechanism open, its characterized in that: the early-dismantling maintenance system comprises L-shaped channel steel back edges (1), the number of the L-shaped channel steel back edges (1) is two, the inner walls of the L-shaped channel steel back edges (1) are in threaded connection with wood beam connecting claws (2) through fastening bolts, the L-shaped channel steel back edges (1) are fixedly connected with wood I-shaped beams (3) through the wood beam connecting claws (2), one ends of the wood I-shaped beams (3) are butted with film-coated plywood (4), right-angled corners of the L-shaped channel steel back edges (1) are fixedly connected with inverted angle steel (5), round holes are formed in the center positions of the inverted angle steel (5), the inverted angle steel (5) are movably connected with oblique steel wire ropes (7) through the round holes, one ends of the oblique steel wire ropes (7) are fixedly connected with steel wire tighteners (8), one ends of the steel wire tighteners (8) are fixedly connected with the bottoms of the opposite L-shaped channel steel back edges (1), the bottom of one side of the L-shaped channel steel back edge (1) is fixedly connected with a first supporting column (6), a supporting piece (11) is abutted to the central position of the inner wall of the top of the film-coated plywood (4), a second supporting column (13) is fixedly connected to the bottom of the supporting piece (11), the two L-shaped channel steel back edges (1) are symmetrical along the axial lead of the second supporting column (13), a connecting cross rod (9) is fixedly connected between the L-shaped channel steel back edge (1) and the bottom of the first supporting column (6), the bottom between the L-shaped channel steel back edges (1) is fixedly connected with a first adjustable counter brace (10), and the top between the L-shaped channel steel back edges (1) is fixedly connected with a second adjustable counter brace (12), the side of L type channel-section steel back of the body stupefied (1), first support column (6) and second support column (13) bottom all fixed mounting have moving mechanism, and its bottom all is equipped with adjustment mechanism.
2. A movable early demolition system formwork as claimed in claim 1 wherein: moving mechanism includes connecting piece (17), and the bottom loose axle of connecting piece (17) has the removal wheel (18), adjustment mechanism is including adjusting pole (14), and adjusts top fixedly connected with adjusting nut (15) of pole (14), the top fixedly connected with fixation screw post (16) of adjusting nut (15), stupefied (1) of the back of the body of L type channel-section steel, first support column (6) and second support column (13) respectively with fixation screw post (16) activity spiro union.
3. A movable early demolition system formwork as claimed in claim 2 wherein: l type channel-section steel back of the body stupefied (1), first support column (6) and second support column (13) all with connecting piece (17) welded fastening.
4. A movable early demolition system formwork as claimed in claim 1 wherein: the first supporting column (6) and the second supporting column (13) are the same in specification.
5. A movable early demolition system formwork as claimed in claim 1 wherein: the wood beam connecting claw (2) is matched with the wood I-shaped beam (3), the wood beam connecting claw (2) is made of metal, and the wood I-shaped beam (3) is made of wood.
6. A movable early demolition system formwork as claimed in claim 1 wherein: the L-shaped channel steel back edge (1) is made of forged steel.
CN202021888947.8U 2020-09-02 2020-09-02 Movable early-dismantling system template Active CN213597029U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021888947.8U CN213597029U (en) 2020-09-02 2020-09-02 Movable early-dismantling system template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021888947.8U CN213597029U (en) 2020-09-02 2020-09-02 Movable early-dismantling system template

Publications (1)

Publication Number Publication Date
CN213597029U true CN213597029U (en) 2021-07-02

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CN202021888947.8U Active CN213597029U (en) 2020-09-02 2020-09-02 Movable early-dismantling system template

Country Status (1)

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CN (1) CN213597029U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116677011A (en) * 2023-08-04 2023-09-01 中交第一航务工程局有限公司 Construction method of narrow space inner die withdrawing device and fine adjustment tool die withdrawing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116677011A (en) * 2023-08-04 2023-09-01 中交第一航务工程局有限公司 Construction method of narrow space inner die withdrawing device and fine adjustment tool die withdrawing device
CN116677011B (en) * 2023-08-04 2023-12-22 中交第一航务工程局有限公司 Construction method of narrow space inner die withdrawing device

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