CN204112736U - Formwork steel wooden construction back cord linkage - Google Patents

Formwork steel wooden construction back cord linkage Download PDF

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Publication number
CN204112736U
CN204112736U CN201420452312.1U CN201420452312U CN204112736U CN 204112736 U CN204112736 U CN 204112736U CN 201420452312 U CN201420452312 U CN 201420452312U CN 204112736 U CN204112736 U CN 204112736U
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China
Prior art keywords
back cord
bolt
lumps
model
indented bars
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CN201420452312.1U
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Chinese (zh)
Inventor
鲁照香
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Priority to CN201420452312.1U priority Critical patent/CN204112736U/en
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Abstract

The utility model discloses a kind of formwork steel wooden construction back cord linkage, belong to building engineering field.It comprises wooden model, lumps of wood grid, indented bars back cord, the bolt sleeve of bolt retainer, in addition tooth mouth, bolt, video disc card, nut, iron nail, shrinkage joint, hanging hook, described wooden model is fixed on lumps of wood grid by iron nail, described lumps of wood grid is provided with the bolt sleeve of tooth mouth in addition, described bolt is matched by the bolt sleeve of screw thread with tyre tooth mouth, described nut is arranged on bolt, described indented bars back cord is by video disc card and nut compressing on lumps of wood grid, and described hanging hook is welded on indented bars back cord.The utility model solves the problem that in the shear wall construction of existing civil engineering settlement joint both sides, model sheetinstallat dismounting is difficult, the template number of turnover is low, has the advantage that structure is simple, reasonable in design, be easy to manufacture.

Description

Formwork steel wooden construction back cord linkage
technical field
The utility model belongs to building engineering field, more particularly, relates to a kind of back cord linkage of wooden model.
Background technology
At present in the shear wall construction of civil engineering settlement joint both sides, template adopts wooden model mostly, and wooden model surfacing is smooth, can saw, can bore, low temperature resistant, is conducive to winter construction; Build object surface smooth and beautiful appearance simultaneously, do not pollute concrete surface, metope secondary plastering technique can be saved.But wooden model in use needs repeatedly assembled, and easily there is warpage in template after the number of turnover that experience is certain.
Traditional wooden model mounting method adopts lumps of wood joist, steel pipe back cord to reinforce, and this method, due to repeatedly again assembled, is shifted repeatedly, and Screw arbor with nut at both-ends is fixing more difficult; And for settlement joint place both sides shear wall, because settlement joint width is narrower, the constraint of operating surface often can not meet the requirement that template removes and installs operation.
Utility model content
For the problem that in the shear wall construction of existing civil engineering settlement joint both sides, model sheetinstallat dismounting is difficult, the template number of turnover is low, the utility model provides a kind of formwork steel wooden construction back cord linkage.
For solving the problem, the utility model adopts following technical scheme.
A kind of formwork steel wooden construction back cord linkage, comprise wooden model, lumps of wood grid, indented bars back cord, bolt retainer, shrinkage joint, described wooden model is fixed on lumps of wood grid by iron nail, described indented bars back cord and bolt retainer are all arranged in shrinkage joint, described bolt retainer is by the bolt sleeve of tyre tooth mouth, bolt, video disc card, nut forms, described lumps of wood grid is provided with the bolt sleeve of tooth mouth in addition, described bolt is matched by the bolt sleeve of screw thread with tyre tooth mouth, described nut is arranged on bolt, described indented bars back cord by video disc card and nut compressing on lumps of wood grid, described indented bars back cord is welded with hanging hook.
It is nine plywood of 1200 mm × 900mm × 18mm that described wooden model adopts length and width thick, described indented bars back cord material is the screw-thread steel of diameter 25mm, HRB400, described lumps of wood grid material is kahikatea, described hanging hook quantity is 2, be welded on apart from position, indented bars back cord two ends 1/3, described hanging hook material is the round steel of diameter 10mm, HPB235.
Compared to prior art, the beneficial effects of the utility model are:
(1) the utility model is in blocks template assemblies, adopts tower crane to winch to reservation position and directly installs, and makes, when the narrower place's construction of settlement joint width, to meet the requirement of model sheetinstallat and dismounting well.
(2) the utility model reduce template repeatedly assembled after plate seam size, improve installation quality, add the number of turnover of template, reduce construction cost, saved the duration.
(3) the utility model is in use safe and reliable, and operating efficiency is high.
(4) the utility model structure is simple, reasonable in design, is easy to manufacture.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model;
Fig. 2 is left view of the present utility model.
In figure: 1-wooden model, 2-lumps of wood grid, 3-indented bars back cord, 4-bolt retainer, the bolt sleeve of 4-1-tyre tooth mouth, 4-2-bolt, 4-3-video disc card, 4-4-nut, 5-iron nail, 6-shrinkage joint, 7-hanging hook.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail.
As shown in Figure 1 and Figure 2, formwork steel wooden construction back cord linkage of the present utility model comprises wooden model 1, lumps of wood grid 2, indented bars back cord 3, bolt sleeve 4-1, the bolt 4-2 of bolt retainer 4, in addition tooth mouth, video disc card 4-3, nut 4-4, iron nail 5, shrinkage joint 6, hanging hook 7.
Described wooden model 1 is fixed on lumps of wood grid 2 by iron nail 5, described indented bars back cord 3 is all arranged in shrinkage joint 6 with bolt retainer 4, described bolt retainer 4 is by the bolt sleeve 4-1 of tyre tooth mouth, bolt 4-2, video disc card 4-3, nut 4-4 forms, described lumps of wood grid 2 is provided with the bolt sleeve 4-1 of tooth mouth in addition, described bolt 4-2 is matched by the bolt sleeve 4-1 of screw thread with tyre tooth mouth, described nut 4-4 is arranged on bolt 4-2, described indented bars back cord 3 is pressed on lumps of wood grid 2 by video disc card 4-3 and nut 4-4, described indented bars back cord 3 is welded with 2 hanging hooks 7 apart from position, two ends 1/3, by tower crane whole lifting and installation integral mold plate.
Described wooden model 1 adopts nine plywood that length and width are 1200 mm × 900mm, thickness is 18mm, described indented bars back cord 3 material is the screw-thread steel of diameter 25mm, HRB400, described lumps of wood grid 2 material is kahikatea, and described hanging hook 7 material is the round steel of diameter 10mm, HPB235.

Claims (6)

1. a formwork steel wooden construction back cord linkage, it is characterized in that, comprise wooden model (1), lumps of wood grid (2), indented bars back cord (3), bolt retainer (4), shrinkage joint (6), described wooden model (1) is fixed on lumps of wood grid (2) by iron nail (5), described indented bars back cord (3) and bolt retainer (4) are all arranged in shrinkage joint (6), described bolt retainer (4) is by the bolt sleeve (4-1) of tyre tooth mouth, bolt (4-2), video disc card (4-3), nut (4-4) forms, described lumps of wood grid (2) is provided with the bolt sleeve (4-1) of tooth mouth in addition, described bolt (4-2) is matched by the bolt sleeve (4-1) of screw thread with tyre tooth mouth, described nut (4-4) is arranged on bolt (4-2), described indented bars back cord (3) is pressed on lumps of wood grid (2) by video disc card (4-3) and nut (4-4), described indented bars back cord (3) is welded with hanging hook (7).
2. formwork steel wooden construction back cord linkage according to claim 1, is characterized in that, it is nine plywood of 1200 mm × 900mm × 18mm that described wooden model (1) adopts length and width thick.
3. formwork steel wooden construction back cord linkage according to claim 1, is characterized in that, described indented bars back cord (3) material is the screw-thread steel of diameter 25mm, HRB400.
4. formwork steel wooden construction back cord linkage according to claim 1, is characterized in that, described lumps of wood grid (2) material is kahikatea.
5. formwork steel wooden construction back cord linkage according to claim 1, is characterized in that, described hanging hook (7) quantity is 2, is welded on apart from position, indented bars back cord (3) two ends 1/3.
6. formwork steel wooden construction back cord linkage according to claim 1 or 5, it is characterized in that, described hanging hook (7) material is the round steel of diameter 10mm, HPB235.
CN201420452312.1U 2014-08-12 2014-08-12 Formwork steel wooden construction back cord linkage Active CN204112736U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420452312.1U CN204112736U (en) 2014-08-12 2014-08-12 Formwork steel wooden construction back cord linkage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420452312.1U CN204112736U (en) 2014-08-12 2014-08-12 Formwork steel wooden construction back cord linkage

Publications (1)

Publication Number Publication Date
CN204112736U true CN204112736U (en) 2015-01-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420452312.1U Active CN204112736U (en) 2014-08-12 2014-08-12 Formwork steel wooden construction back cord linkage

Country Status (1)

Country Link
CN (1) CN204112736U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912320A (en) * 2015-05-28 2015-09-16 中国十七冶集团有限公司 Synchronous construction method of shear walls on the two sides of settlement joint
CN106869497A (en) * 2017-02-17 2017-06-20 中国十七冶集团有限公司 It is a kind of for funnel template and the shaping equipment and its construction method of reinforcing bar

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912320A (en) * 2015-05-28 2015-09-16 中国十七冶集团有限公司 Synchronous construction method of shear walls on the two sides of settlement joint
CN106869497A (en) * 2017-02-17 2017-06-20 中国十七冶集团有限公司 It is a kind of for funnel template and the shaping equipment and its construction method of reinforcing bar

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