CN203487777U - Reinforcing system, in which split screws do not penetrate through templates, for large shear wall - Google Patents
Reinforcing system, in which split screws do not penetrate through templates, for large shear wall Download PDFInfo
- Publication number
- CN203487777U CN203487777U CN201220711877.8U CN201220711877U CN203487777U CN 203487777 U CN203487777 U CN 203487777U CN 201220711877 U CN201220711877 U CN 201220711877U CN 203487777 U CN203487777 U CN 203487777U
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- template
- nut
- shear wall
- templates
- screw arbor
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Abstract
The utility model discloses a reinforcing system, in which split screws do not penetrate through templates, for a large shear wall. The reinforcing system comprises the split screws, fixtures and nuts, and is characterized in that the reinforcing system further comprises secondary keels, main keels and the templates; the templates are mutually naturally jointed; the secondary keels are fixed on the templates; the main keels are fixed on the secondary keels; the split screws penetrate through the shear wall from the joint gaps among the templates, and then the main keels are fixed through the fixtures and the nuts. The reinforcing system further comprises template strips which are arranged in the joint gaps among the mutually naturally jointed templates, and the split screws penetrate through the template strips, and then the main keels are fixed through the fixtures and the nuts. In the process of wall construction, by adopting the reinforcing system, the templates are not damaged, and the templates are prevented from being penetrated through, so that the usage efficiency of the templates are increased, the appearance quality of the concrete wall is improved, the flatness of the wall is increased, the time, the material, the work and the cost are saved, and the operation is simple, safe and convenient.
Description
Technical field
The utility model relates to a kind of large shear wall Screw arbor with nut at both-ends and does not wear the hardened system of template.
Background technology
In construction work at present, there is the similar cast-in-place structural bodies of wall such as a large amount of large-area shear walls, retaining wall, structure outer, when wall body structure is constructed, generally all adopt traditional template to join the reinforcement means of keel, Screw arbor with nut at both-ends is arranged more random, while causing Screw arbor with nut at both-ends to pass template, leave more hole, so turnover is used, and has greatly reduced the application life of template, and the structure wall impression quality after construction is also poor.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of large shear wall Screw arbor with nut at both-ends and does not wear the hardened system of template, has solved the problems referred to above, can not damage template, can also improve the impression quality of concrete wall.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of large shear wall Screw arbor with nut at both-ends do not worn the hardened system of template, comprise Screw arbor with nut at both-ends, jig and nut, it is characterized in that: also comprise secondary joist, main joist and template, naturally splicing between described template and template, fixing secondary joist in template, fixing main joist on secondary joist, Screw arbor with nut at both-ends between the piece between template through shear wall, then by the fixing main joist of jig and nut.
This hardened system also comprises template bar, and described template bar is located between template between the piece forming after splicing naturally, and Screw arbor with nut at both-ends is worn after template bar by the fixing main joist of jig and nut.
Described Screw arbor with nut at both-ends is by the piece between template through shear wall, and piece is again with the sealing of template bar.
Described template is normal wood template, veneer or bamboo offset plate.
Described secondary joist is wooden a tree, used in making timber for boats, square steel pipe or round steel pipe.
Described main joist is square steel pipe, round steel pipe, channel-section steel or i iron.
The utility model with respect to the beneficial effect of prior art is: when wall body structure is constructed, can not damage template, in template, do not bore a hole, can increase the service efficiency of template, improve the impression quality of concrete wall, improve the planeness of body of wall, save time, material-saving, province's merit, province's expense, and simple to operate, safe, convenient.
Accompanying drawing explanation
Fig. 1 is the plan view that a kind of large shear wall Screw arbor with nut at both-ends do not worn the reinforcement means of template;
Fig. 2 is the 1-1 sectional drawing in Fig. 1;
In figure: 1. secondary joist, 2. Screw arbor with nut at both-ends, 3. template, 4. main joist, 5. nut, 6. jig, 7. template bar, 8. shear wall.
The specific embodiment
Shown in Fig. 1-2, a kind of large shear wall Screw arbor with nut at both-ends do not worn the hardened system of template, comprise Screw arbor with nut at both-ends, jig and nut, it is characterized in that: also comprise secondary joist, main joist and template, naturally splicing between described template and template, fixing secondary joist in template, fixing main joist on secondary joist, Screw arbor with nut at both-ends between the piece between template through shear wall, then by the fixing main joist of jig and nut.
This hardened system also comprises template bar, and described template bar is located between template between the piece forming after splicing naturally, and Screw arbor with nut at both-ends is worn after template bar by the fixing main joist of jig and nut.
Described Screw arbor with nut at both-ends is by the piece between template through shear wall, and piece is again with the sealing of template bar.
Described template is normal wood template, veneer or bamboo offset plate.
Described secondary joist is wooden a tree, used in making timber for boats, square steel pipe or round steel pipe.
Described main joist is square steel pipe, round steel pipe, channel-section steel or i iron.
During use, fixing secondary joist in template, on secondary joist, fixedly main joist, main joist are fixed by Screw arbor with nut at both-ends, and Screw arbor with nut at both-ends is reinforced by nut after wearing template bar by jig, has reinforced rear beginning concreting.After operation completes, remove screw rod, template, the keel reinforced, lower one deck turnover is used.Every one deck construction and so forth.
Claims (6)
1. a large face shear wall Screw arbor with nut at both-ends is not worn the hardened system of template, comprise Screw arbor with nut at both-ends, jig and nut, it is characterized in that: also comprise secondary joist, main joist and template, naturally splicing between described template and template, fixing secondary joist in template, fixing main joist on secondary joist, Screw arbor with nut at both-ends between the piece between template through shear wall, then by the fixing main joist of jig and nut.
2. large shear wall Screw arbor with nut at both-ends as claimed in claim 1 do not worn the hardened system of template, it is characterized in that: also comprise template bar, described template bar is located between template between the piece forming after splicing naturally, and Screw arbor with nut at both-ends is worn after template bar by the fixing main joist of jig and nut.
3. large shear wall Screw arbor with nut at both-ends as claimed in claim 1 do not worn the hardened system of template, it is characterized in that: described Screw arbor with nut at both-ends is by the piece between template through shear wall, and piece is again with the sealing of template bar.
4. large shear wall Screw arbor with nut at both-ends as claimed in claim 1 do not worn the hardened system of template, it is characterized in that: described template is normal wood template, veneer or bamboo offset plate.
5. large shear wall Screw arbor with nut at both-ends as claimed in claim 1 do not worn the hardened system of template, it is characterized in that: described secondary joist is wooden a tree, used in making timber for boats, square steel pipe or round steel pipe.
6. large shear wall Screw arbor with nut at both-ends as claimed in claim 1 do not worn the hardened system of template, it is characterized in that: described main joist is square steel pipe, round steel pipe, channel-section steel or i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220711877.8U CN203487777U (en) | 2012-12-18 | 2012-12-18 | Reinforcing system, in which split screws do not penetrate through templates, for large shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220711877.8U CN203487777U (en) | 2012-12-18 | 2012-12-18 | Reinforcing system, in which split screws do not penetrate through templates, for large shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203487777U true CN203487777U (en) | 2014-03-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220711877.8U Expired - Fee Related CN203487777U (en) | 2012-12-18 | 2012-12-18 | Reinforcing system, in which split screws do not penetrate through templates, for large shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203487777U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN105822056A (en) * | 2016-03-24 | 2016-08-03 | 中国五冶集团有限公司 | Shear wall template support |
| CN108385975A (en) * | 2018-01-22 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of modified split bolt |
| CN110344582A (en) * | 2019-07-12 | 2019-10-18 | 江苏南通二建集团有限公司 | A kind of scattered structure and construction technology spelled wooden model and exempt from aperture reinforcement system of shear wall |
| CN113266144A (en) * | 2021-05-26 | 2021-08-17 | 五冶集团上海有限公司 | Improved shear wall template reinforcing method |
| CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
-
2012
- 2012-12-18 CN CN201220711877.8U patent/CN203487777U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN105822056A (en) * | 2016-03-24 | 2016-08-03 | 中国五冶集团有限公司 | Shear wall template support |
| CN105822056B (en) * | 2016-03-24 | 2019-03-26 | 中国五冶集团有限公司 | Shear wall formwork supporting |
| CN108385975A (en) * | 2018-01-22 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of modified split bolt |
| CN110344582A (en) * | 2019-07-12 | 2019-10-18 | 江苏南通二建集团有限公司 | A kind of scattered structure and construction technology spelled wooden model and exempt from aperture reinforcement system of shear wall |
| CN113266144A (en) * | 2021-05-26 | 2021-08-17 | 五冶集团上海有限公司 | Improved shear wall template reinforcing method |
| CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140319 Termination date: 20201218 |
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| CF01 | Termination of patent right due to non-payment of annual fee |