CN202706553U - Shear wall small opening template bolt reinforcing part - Google Patents
Shear wall small opening template bolt reinforcing part Download PDFInfo
- Publication number
- CN202706553U CN202706553U CN 201220262513 CN201220262513U CN202706553U CN 202706553 U CN202706553 U CN 202706553U CN 201220262513 CN201220262513 CN 201220262513 CN 201220262513 U CN201220262513 U CN 201220262513U CN 202706553 U CN202706553 U CN 202706553U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- template
- reinforcing part
- screw rod
- bolt reinforcing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims description 9
- 125000003003 spiro group Chemical group 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 6
- 230000007115 recruitment Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 206010044565 Tremor Diseases 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of building construction equipment and discloses a shear wall small opening template bolt reinforcing part which comprises a screw. The screw is fixedly connected on a fixed part, the front end of the screw is of a teeth shape with wires, and the rear end of the screw is connected with a hook head. The shear wall small opening template bolt reinforcing part not only solves the problem that in the process of reinforcing, wherein the small opening template on the end portion of a shear wall is hard to reinforce due to the fact that the small opening template has no supporting points, but also reduces the used amount of templates and installation labor.
Description
Technical field
The utility model relates to the technical field of construction implement device.
Background technology
Chinese utility model patent number: 201120194243.5 disclose the construction formwork molding structure comprises template, split bolt, column and jig, template is set in parallel in both sides, Concrete Filled chamber, the split bolt hole that is oppositely arranged is arranged on the template, every a pair of split bolt hole cooperates with a split bolt, and the split bolt two ends connect the securing member of a pair of truncated cone-shaped by threaded engagement; It is inboard that the securing member of described truncated cone-shaped is arranged on two templates, is provided with the long bolt that adds that can pass split bolt hole on the template on the truncated cone-shaped securing member large end face toward the outer side; The jig that the extension that adds long bolt passes behind the column that is positioned at the template outside by routine is strained and fixed.Chinese utility model patent number: 97306942.9 disclose in a kind of construction work the fast-assembling ﹠ disassembling fastener for shuttering in order to the location and installation cast-in-situ concrete formwork, when the location and installation template, pre-embedded bolt and coupling nut are preset between two templates, and can regulate the spacing of two templates, hold-down bolt, nut, pressing plate can be with two fastening location of template.During form removal, can remove successively nut, packing ring, hold-down bolt, template, coupling nut behind the pour concrete.
In building engineering construction, during the osculum formwork reinforcement of shear wall end, brought very large difficulty for facing empty position without the strong point to formwork reinforcement because this position is most, the concrete formation quality has been brought very large hidden danger of quality.This position is with the technology of usual employing: when steel form was installed, little mouth template was connected with the external corner mould with large face die plate; When wooden form is installed, take to lengthen the large face die plate panel length in both sides, lengthen panel osculum template rough ground and fix with iron nail.The osculum template adopts support or looks for fulcrum to reinforce with wooden a tree, used in making timber for boats or steel pipe.The method often because fulcrum is not enough, shakiness causes template deformation, affects the concrete component formation quality, and affects behaviour personnel turnover, time-consuming.
The utility model content
The utility model purpose aims to provide a kind of shear wall osculum template screw bolt reinforcing part, the problem that had been difficult to reinforce without the strong point when this shear wall osculum template screw bolt reinforcing part had both overcome shear wall end osculum formwork reinforcement has also reduced the template consumption and recruitment has been installed.
For achieving the above object, the technical solution adopted in the utility model is: a kind of shear wall osculum template screw bolt reinforcing part, comprise screw rod, and described screw rod is fixedly connected on the fixture, and described screw front end becomes band silk tooth shape, and described spiro rod rear end is connected with gib head.
Described a kind of shear wall osculum template screw bolt reinforcing part, its spiro rod rear end becomes the hook-type screw rod with crotch.
Described a kind of shear wall osculum template screw bolt reinforcing part, its gib head is formed by the reinforcement fabrication of a circle.
The problem that had been difficult to reinforce without the strong point when this shear wall osculum template screw bolt reinforcing part had both overcome shear wall end osculum formwork reinforcement has also reduced the template consumption and recruitment has been installed.This shear wall osculum template screw bolt reinforcing part provides the hook-type screw rod of a kind of front end band silk tooth rear end band crotch, replaces conventional shear wall formwork to support.This shear wall osculum template screw bolt reinforcing part is made simple, be processed into crotch by round bar one end and dock with a screw rod and form, its screw rod, bar diameter are according to the load calculative determination that is subject to, and be easy to use, reduce the template consumption and recruitment has been installed, reduced construction cost.
Description of drawings
Schematic diagram in Fig. 1 the utility model specific embodiment.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
As shown in Figure 1: a kind of shear wall osculum template screw bolt reinforcing part, comprise screw rod 1, fixture 2, gib head 3, described screw rod 1 is fixedly connected on the fixture 2, and described screw rod 1 front end becomes band silk tooth shape, and described screw rod 1 rear end is connected with gib head 3.This shear wall osculum template screw bolt reinforcing part provides the hook-type screw rod of a kind of front end band silk tooth rear end band crotch, as shear wall end osculum formwork reinforcement, the problem that had been difficult to reinforce without the strong point when both having overcome shear wall end osculum formwork reinforcement has also reduced the template consumption and recruitment has been installed.
A kind of shear wall osculum template screw bolt reinforcing part comprises screw rod 1, fixture 2, gib head 3, and described screw rod 1 is fixedly connected on the fixture 2, and described screw rod 1 front end becomes band silk tooth shape, and described screw rod 1 rear end is connected with gib head 3.Its screw rod 1 rear end becomes the hook-type screw rod with crotch.This shear wall osculum template screw bolt reinforcing part provides the hook-type screw rod of a kind of front end band silk tooth rear end band crotch, replaces conventional shear wall formwork to support.
A kind of shear wall osculum template screw bolt reinforcing part comprises screw rod 1, fixture 2, gib head 3, and described screw rod 1 is fixedly connected on the fixture 2, and described screw rod 1 front end becomes band silk tooth shape, and described screw rod 1 rear end is connected with gib head 3.Its screw rod 1 rear end becomes the hook-type screw rod with crotch.Its gib head 3 is formed by the reinforcement fabrication of a circle.Make simply, be processed into crotch by round bar one end and dock with a screw rod and form, its screw rod, bar diameter are according to the load calculative determination that is subject to, and be easy to use, reduced template consumption and installation recruitment, reduced construction cost.
Claims (3)
1. a shear wall osculum template screw bolt reinforcing part comprises screw rod, it is characterized in that, described screw rod is fixedly connected on the fixture, and described screw front end becomes band silk tooth shape, and described spiro rod rear end is connected with gib head.
2. described a kind of shear wall osculum template screw bolt reinforcing part according to claim 1 is characterized in that, described spiro rod rear end becomes the hook-type screw rod with crotch.
3. described a kind of shear wall osculum template screw bolt reinforcing part according to claim 1 is characterized in that, described gib head is formed by the reinforcement fabrication of a circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220262513 CN202706553U (en) | 2012-06-06 | 2012-06-06 | Shear wall small opening template bolt reinforcing part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220262513 CN202706553U (en) | 2012-06-06 | 2012-06-06 | Shear wall small opening template bolt reinforcing part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202706553U true CN202706553U (en) | 2013-01-30 |
Family
ID=47586870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220262513 Expired - Lifetime CN202706553U (en) | 2012-06-06 | 2012-06-06 | Shear wall small opening template bolt reinforcing part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202706553U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122692A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Reinforcing device of shear wall end socket formwork |
| CN107905544A (en) * | 2017-12-07 | 2018-04-13 | 中建四局第三建筑工程有限公司 | A kind of method for trimming and device of prefabricated post positioning |
| CN109914783A (en) * | 2019-02-19 | 2019-06-21 | 河北省第二建筑工程有限公司 | A kind of expansion joint shear wall formwork |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | A simple device to solve the expansion mode and slurry leakage at the vertical stubble position of the shear wall |
| CN110485709A (en) * | 2019-04-18 | 2019-11-22 | 天祥建设集团股份有限公司 | A kind of assembled wall concrete placings side template |
-
2012
- 2012-06-06 CN CN 201220262513 patent/CN202706553U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122692A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Reinforcing device of shear wall end socket formwork |
| CN107905544A (en) * | 2017-12-07 | 2018-04-13 | 中建四局第三建筑工程有限公司 | A kind of method for trimming and device of prefabricated post positioning |
| CN109914783A (en) * | 2019-02-19 | 2019-06-21 | 河北省第二建筑工程有限公司 | A kind of expansion joint shear wall formwork |
| CN110485709A (en) * | 2019-04-18 | 2019-11-22 | 天祥建设集团股份有限公司 | A kind of assembled wall concrete placings side template |
| CN109989577A (en) * | 2019-05-09 | 2019-07-09 | 中国建筑第七工程局有限公司 | A simple device to solve the expansion mode and slurry leakage at the vertical stubble position of the shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204040446U (en) | The shaped steel suspension scaffolding structure | |
| CN202706553U (en) | Shear wall small opening template bolt reinforcing part | |
| CN202937005U (en) | Cast-in-situ concrete beam lateral template reinforcement device | |
| CN204552086U (en) | A kind of heavy in section framed column template ruggedized construction | |
| CN204983647U (en) | Design instrument formula aluminum alloy template | |
| CN204212417U (en) | A kind of bracing means of shear wall aluminum alloy mould plate | |
| CN215564404U (en) | Steel formwork for cast-in-place pile concrete hanging plate wall | |
| CN202689344U (en) | Tensioning bar connecting device | |
| CN201362961Y (en) | Split-type opposite-drawing screw rod | |
| CN205243011U (en) | Instrument of shaped steel concrete shear wall structure drawknot template | |
| CN206784918U (en) | A kind of local stiffening back cord for being used to build novel aluminum-wood composite shuttering system | |
| CN201162349Y (en) | Tension rod tapered joint head of steel form plate | |
| CN204311746U (en) | A kind of concrete frame column template fastener | |
| CN203097290U (en) | Assembled type split bolt | |
| CN201090028Y (en) | Commitment die for frame pole | |
| CN206815804U (en) | A kind of new builder's jack girder steel built-in fitting | |
| CN203320939U (en) | Tool type overhanging scaffold anchoring structure | |
| CN203097291U (en) | Reinforcing and counter-pulling device of building construction formwork | |
| CN204040476U (en) | The steel form that a kind of single side formwork is reinforced | |
| CN203160666U (en) | Wall-connecting assembly of scaffold | |
| CN208220203U (en) | A kind of masonry ring beam template bracing means | |
| CN203129598U (en) | Bamboo reinforced concrete shear wall formwork interval limiting strip | |
| CN202755655U (en) | Multifunctional draw bar device of construction formwork | |
| CN204023859U (en) | Plain type NZ Built-in pipe mould anti-floating lifting hook device | |
| CN206448519U (en) | Constructional column side form bracing means |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: YUNNAN JIANGONG NO.2 CONSTRUCTION CO., LTD. Free format text: FORMER NAME: YUNNAN NO.2 CONSTRUCTION ENGINEERING CO., LTD.;YUNNAN CHUNYING YAXITAIKE TEMPLATES MANUFACTURING CO. |
|
| CP03 | Change of name, title or address |
Address after: 13 Kunming, Panlong District, Yunnan North Dam Road, No. 650203 Patentee after: SECOND CONSTRUCTION CO., LTD. OF YNJG Address before: 650041 dam, Beijiao, Yunnan, Kunming Patentee before: THE SECOND CONSTRUCTION COMPANY IN YUNNAN PROVINCE |
|
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 650200 Beijiao, Yunnan, Kunming dam Patentee after: Yunnan construction investment second Construction Co., Ltd. Address before: 13 Kunming, Panlong District, Yunnan North Dam Road, No. 650203 Patentee before: SECOND CONSTRUCTION CO., LTD. OF YNJG |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130130 |
|
| CX01 | Expiry of patent term |