CN201268943Y - Novel dual-shearing force deformation joint template - Google Patents
Novel dual-shearing force deformation joint template Download PDFInfo
- Publication number
- CN201268943Y CN201268943Y CNU2008200394592U CN200820039459U CN201268943Y CN 201268943 Y CN201268943 Y CN 201268943Y CN U2008200394592 U CNU2008200394592 U CN U2008200394592U CN 200820039459 U CN200820039459 U CN 200820039459U CN 201268943 Y CN201268943 Y CN 201268943Y
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- template system
- shaping template
- form system
- nut
- typified form
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Abstract
The utility model discloses a novel double-shear wall deformation seam template comprising a left shaping template system and a right shaping template system. Each shaping template system comprises a panel; a vertical wood keel fixed by iron nails is arranged at the outer side of the panel; a horizontal keel is arranged outside the vertical wood keel; the horizontal keel is a steel tube, and every two steel tubes are arrayed adjacent to each other; steel plates are welded on the two adjacent steel tubes in one shaping template system, screw holes are arranged on the steel plates, and nuts fixing the opposite-pull screws are welded on the screw holes; mountain-shaped clamps fixing the opposite-pull screws are arranged on the horizontal keel of the other shaping template system, the opposite-pull screws pass through the left shaping template system and the right shaping template system and then are fixed by the steel plates and nuts on the mountain-shaped clamps; and a wall plate thickness limiting support is arranged between the panels of the left shaping template system and the right shaping template system. The utility model has reasonable structure, greatly saves the cost and shortens the construction period. Besides, the utility model has the advantages of easy use, flexible assembly, high reuse rate, remarkable economic benefits and excellent construction safety.
Description
Technical field:
The utility model relates to a kind of dual-shear force wall deformation slit formwork.
Background technology:
The dual-shear force wall deformation slit formwork construction is as disposable packing material in deformation joint plug polyphenyl plate according to traditional job practices, if deformation joint is more reasonable with interior employing at 10CM, but when deformation joint was above above 10CM, its economy duration relatively poor and temporary was also longer.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the dual-shear force wall deformation slit formwork of easy construction.
Technical solution of the present utility model is:
A kind of novel dual shear force wall deformation slit formwork, it is characterized in that: comprise left and right sides typified form system, every side typified form system comprises panel, the vertical rough ground that the panels outside dress is fixed with iron nail, vertical rough ground is provided with horizontal keel outward, horizontal keel adopt steel pipe, and per two steel pipes next-door neighbour arranges, be welded with steel plate on adjacent two steel pipes in the one side typified form system, this steel plate is provided with screw hole, the fixedly nut of Screw arbor with nut at both-ends is welded on the screw hole, adorn the fixedly chevron card of Screw arbor with nut at both-ends on the horizontal keel of opposite side typified form system, Screw arbor with nut at both-ends passes left and right sides typified form system, and fixes by the nut on above-mentioned steel plate and the chevron card, between the panel of left and right sides typified form system, the wallboard thickness limited support is set.
The utility model is rational in infrastructure, has saved great amount of cost, has shortened the duration, and easy to use, assembling is flexibly, repeat usage is high, remarkable in economical benefits, and working security is good.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of novel dual shear force wall deformation slit formwork, comprise left and right sides typified form system, every side typified form system comprises panel 1, the vertical rough ground 2 that panel 1 outside dress is fixed with iron nail, vertical rough ground is provided with horizontal keel 3 outward, horizontal keel adopt steel pipe, and per two steel pipes next-door neighbour arranges, be welded with steel plate 4 on adjacent two steel pipes in the one side typified form system, this steel plate is provided with screw hole, the fixedly nut 6 of Screw arbor with nut at both-ends 5 is welded on the screw hole, adorn the fixedly chevron card 7 of Screw arbor with nut at both-ends on the horizontal keel of opposite side typified form system, Screw arbor with nut at both-ends 5 passes left and right sides typified form system, and by the nut 6 on above-mentioned steel plate 4 and the chevron card 7,8 is fixing, between the panel of left and right sides typified form system, wallboard thickness limited support 9 is set.Suit plastic bushing 10 on Screw arbor with nut at both-ends, the plastic bushing two ends are stretched in the panel of left and right sides typified form system.
Claims (1)
1, a kind of novel dual shear force wall deformation slit formwork, it is characterized in that: comprise left and right sides typified form system, every side typified form system comprises panel, the vertical rough ground that the panels outside dress is fixed with iron nail, vertical rough ground is provided with horizontal keel outward, horizontal keel adopt steel pipe, and per two steel pipes next-door neighbour arranges, be welded with steel plate on adjacent two steel pipes in the one side typified form system, this steel plate is provided with screw hole, the fixedly nut of Screw arbor with nut at both-ends is welded on the screw hole, adorn the fixedly chevron card of Screw arbor with nut at both-ends on the horizontal keel of opposite side typified form system, Screw arbor with nut at both-ends passes left and right sides typified form system, and fixes by the nut on above-mentioned steel plate and the chevron card, between the panel of left and right sides typified form system, the wallboard thickness limited support is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200394592U CN201268943Y (en) | 2008-08-26 | 2008-08-26 | Novel dual-shearing force deformation joint template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200394592U CN201268943Y (en) | 2008-08-26 | 2008-08-26 | Novel dual-shearing force deformation joint template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201268943Y true CN201268943Y (en) | 2009-07-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200394592U Expired - Fee Related CN201268943Y (en) | 2008-08-26 | 2008-08-26 | Novel dual-shearing force deformation joint template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201268943Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296810A (en) * | 2011-06-13 | 2011-12-28 | 常州市戴溪建筑工程有限公司 | Deformation joint template support structure and construction method thereof |
| CN102409851A (en) * | 2011-09-11 | 2012-04-11 | 中国十七冶集团有限公司 | Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure |
| CN102587653A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Novel reinforcing tie bolt for side form of side beam |
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
| CN103114725A (en) * | 2013-02-04 | 2013-05-22 | 中天建设集团有限公司 | Chuck type split bolt formwork erecting method |
| CN103306481A (en) * | 2013-06-09 | 2013-09-18 | 中国十七冶集团有限公司 | Method for assembling and disassembling formwork at deformation joint of shear wall |
| CN104695708A (en) * | 2015-02-17 | 2015-06-10 | 天津二十冶建设有限公司 | Construction method for expansion joint formwork erection in narrow space of high-rise building external wall |
| CN105569092A (en) * | 2015-12-21 | 2016-05-11 | 二十二冶集团第一建设有限公司 | Comprehensive formwork construction method for underground comprehensive pipe gallery deformation joint water-stop belt dowel bar |
| CN106013791A (en) * | 2016-07-19 | 2016-10-12 | 河南省第二建筑工程发展有限公司 | Wall thickness adjusting device for buildings |
| CN109779252A (en) * | 2019-01-24 | 2019-05-21 | 深圳市绿洲华腾建筑科技有限责任公司 | Building template fixed structure and its screw rod locating sleeve through walls and construction method |
-
2008
- 2008-08-26 CN CNU2008200394592U patent/CN201268943Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296810A (en) * | 2011-06-13 | 2011-12-28 | 常州市戴溪建筑工程有限公司 | Deformation joint template support structure and construction method thereof |
| CN102409851A (en) * | 2011-09-11 | 2012-04-11 | 中国十七冶集团有限公司 | Method for reinforcing telescopic supporting system for deformation joint template of shear wall structure |
| CN102587653A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Novel reinforcing tie bolt for side form of side beam |
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
| CN103114725A (en) * | 2013-02-04 | 2013-05-22 | 中天建设集团有限公司 | Chuck type split bolt formwork erecting method |
| CN103306481A (en) * | 2013-06-09 | 2013-09-18 | 中国十七冶集团有限公司 | Method for assembling and disassembling formwork at deformation joint of shear wall |
| CN104695708A (en) * | 2015-02-17 | 2015-06-10 | 天津二十冶建设有限公司 | Construction method for expansion joint formwork erection in narrow space of high-rise building external wall |
| CN105569092A (en) * | 2015-12-21 | 2016-05-11 | 二十二冶集团第一建设有限公司 | Comprehensive formwork construction method for underground comprehensive pipe gallery deformation joint water-stop belt dowel bar |
| CN105569092B (en) * | 2015-12-21 | 2017-10-13 | 二十二冶集团第一建设有限公司 | Underground pipe gallery deformation joint water-stopping belt transmission rod position integrated template construction method |
| CN106013791A (en) * | 2016-07-19 | 2016-10-12 | 河南省第二建筑工程发展有限公司 | Wall thickness adjusting device for buildings |
| CN109779252A (en) * | 2019-01-24 | 2019-05-21 | 深圳市绿洲华腾建筑科技有限责任公司 | Building template fixed structure and its screw rod locating sleeve through walls and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090708 Termination date: 20150826 |
|
| EXPY | Termination of patent right or utility model |