CN106545168A - Infilled wall tie bar connection construction method - Google Patents
Infilled wall tie bar connection construction method Download PDFInfo
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- CN106545168A CN106545168A CN201510592175.0A CN201510592175A CN106545168A CN 106545168 A CN106545168 A CN 106545168A CN 201510592175 A CN201510592175 A CN 201510592175A CN 106545168 A CN106545168 A CN 106545168A
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- construction method
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- infilled wall
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Abstract
The present invention relates to coagulation civil engineering, more particularly to the construction method of infilled wall tie bar.A kind of infilled wall tie bar connection construction method, first, makes and a screw shell matched with steel tie；Then, the processing before casting concrete is reserved in the reinforcing bar in concrete, exposed parts cover the silk of length 30mm～50mm on die head threading machine, then, the reinforcement installation of silk will be packaged in specified location, 100mm is exposed in template only, finally, with the screw shell by remaining 100mm exposed parts reinforcing bar and the bar connecting to be reserved in masonry after form removal.The present invention installs simple, can reduce xoncrete structure form removal difficulty, can guarantee that tension rib intensity again.
Description
Technical field
The present invention relates to coagulation civil engineering, more particularly to the construction method of infilled wall tie bar.
Background technology
Filling wall needs horizontal reinforcing bar when building by laying bricks or stones（Tension rib）It is connected with the xoncrete structure for having completed.If by protruded length 1000mm before concreting（Level interval 500mm）Tension rib be reserved in xoncrete structure, then can be very difficult during form removal.After the method for generally adopting at present is form removal, before building a wall, the steel planting on xoncrete structure.Although it is easy so to construct, the intensity of bar planting it is difficult to ensure that, and have certain destruction to structure.
The content of the invention
It is contemplated that overcoming the defect of prior art, there is provided a kind of infilled wall tie bar connection construction method.The present invention installs simple, can reduce xoncrete structure form removal difficulty, can guarantee that tension rib intensity again.
In order to solve above-mentioned technical problem, what the present invention was realized in：A kind of infilled wall tie bar connection construction method, first, makes and a screw shell matched with steel tie；Then, the processing before casting concrete is reserved in the reinforcing bar in concrete, exposed parts cover the silk of length 30mm～50mm on die head threading machine, then, the reinforcement installation of silk will be packaged in specified location, 100mm is exposed in template only, finally, with the screw shell by remaining 100mm exposed parts reinforcing bar and the bar connecting to be reserved in masonry after form removal.
The construction method bar planting intensity of the present invention can be sufficiently ensured, and will not destroy structure, while form removal is easy.
Description of the drawings
Below, with reference to accompanying drawing, the present invention is further illustrated：
Fig. 1 is the schematic diagram of the present invention.
Specific embodiment
As shown in figure 1, a kind of infilled wall tie bar connection construction method, first, makes and a screw shell 1 matched with steel tie；Then, the processing before casting concrete is reserved in the reinforcing bar 2 in concrete, exposed parts cover the silk of length 30mm～50mm on die head threading machine, then, the reinforcement installation of silk will be packaged in specified location, one section reinforcing bar 3 about 100mm is exposed in template only, finally, with the screw shell by remaining 100mm exposed parts reinforcing bar 3 and the bar connecting to be reserved in masonry 4 after form removal.
Claims (1)
1. a kind of infilled wall tie bar connection construction method, it is characterised in that first, make and one and steel tie matching screw shell；Then, the processing before casting concrete is reserved in the reinforcing bar in concrete, exposed parts cover the silk of length 30mm～50mm on die head threading machine, then, the reinforcement installation of silk will be packaged in specified location, one section is exposed in template only, finally, with the screw shell by remaining that section of exposed parts reinforcing bar and the bar connecting to be reserved in masonry after form removal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510592175.0A CN106545168A (en) | 2015-09-17 | 2015-09-17 | Infilled wall tie bar connection construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510592175.0A CN106545168A (en) | 2015-09-17 | 2015-09-17 | Infilled wall tie bar connection construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106545168A true CN106545168A (en) | 2017-03-29 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510592175.0A Pending CN106545168A (en) | 2015-09-17 | 2015-09-17 | Infilled wall tie bar connection construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN106545168A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306773A (en) * | 2017-07-28 | 2019-02-05 | 中国二十冶集团有限公司 | A kind of wall tie bar inspection localization method |
| CN113187221A (en) * | 2021-04-21 | 2021-07-30 | 上海宝冶集团南京建筑有限公司 | Reservation method of tie bar of aluminum alloy template |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU712389B2 (en) * | 1995-11-15 | 1999-11-04 | Daniel Charles Underwood | Concrete joint and method |
| WO2004111363A1 (en) * | 2003-06-13 | 2004-12-23 | Onesteel Reinforcing Pty Ltd | A coupler |
| CN101575844A (en) * | 2009-06-05 | 2009-11-11 | 中国葛洲坝集团股份有限公司 | Accurate contraposition connection method of horizontally embedded reinforcing steel bars |
| CH704181A2 (en) * | 2010-12-01 | 2012-06-15 | Bossard & Staerkle Ag | Connecting element for installation between base- or cover plate and cantilever plate, has end surfaces approximately aligned with lateral exterior surfaces of isolation body in inserted condition |
| CN102852229A (en) * | 2012-09-27 | 2013-01-02 | 安徽建工集团有限公司 | After-embedding mechanical cold connection wall body drawknot rib construction member and installation method |
| CN203846679U (en) * | 2014-05-22 | 2014-09-24 | 青岛一建集团有限公司 | Tie bar of embedded sleeve of infilled wall |
-
2015
- 2015-09-17 CN CN201510592175.0A patent/CN106545168A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU712389B2 (en) * | 1995-11-15 | 1999-11-04 | Daniel Charles Underwood | Concrete joint and method |
| WO2004111363A1 (en) * | 2003-06-13 | 2004-12-23 | Onesteel Reinforcing Pty Ltd | A coupler |
| CN101575844A (en) * | 2009-06-05 | 2009-11-11 | 中国葛洲坝集团股份有限公司 | Accurate contraposition connection method of horizontally embedded reinforcing steel bars |
| CH704181A2 (en) * | 2010-12-01 | 2012-06-15 | Bossard & Staerkle Ag | Connecting element for installation between base- or cover plate and cantilever plate, has end surfaces approximately aligned with lateral exterior surfaces of isolation body in inserted condition |
| CN102852229A (en) * | 2012-09-27 | 2013-01-02 | 安徽建工集团有限公司 | After-embedding mechanical cold connection wall body drawknot rib construction member and installation method |
| CN203846679U (en) * | 2014-05-22 | 2014-09-24 | 青岛一建集团有限公司 | Tie bar of embedded sleeve of infilled wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306773A (en) * | 2017-07-28 | 2019-02-05 | 中国二十冶集团有限公司 | A kind of wall tie bar inspection localization method |
| CN113187221A (en) * | 2021-04-21 | 2021-07-30 | 上海宝冶集团南京建筑有限公司 | Reservation method of tie bar of aluminum alloy template |
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Legal Events
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170329 |
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| WD01 | Invention patent application deemed withdrawn after publication |