CN104878853A - Method for mounting tie bars at position of joint surface between masonry wall and concrete structure - Google Patents
Method for mounting tie bars at position of joint surface between masonry wall and concrete structure Download PDFInfo
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- CN104878853A CN104878853A CN201510153887.2A CN201510153887A CN104878853A CN 104878853 A CN104878853 A CN 104878853A CN 201510153887 A CN201510153887 A CN 201510153887A CN 104878853 A CN104878853 A CN 104878853A
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- wall column
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Abstract
The invention discloses a method for mounting tie bars at a position of a joint surface between a masonry wall and a concrete structure. The method comprises the following construction steps of (1) fixedly welding wall column longitudinal reinforcements and wall column stirrups before construction of wall column reinforcements, fixing extrusion molding foam plates, the wall column longitudinal reinforcements and the wall column stirrups in a binding manner at positions of the tire bars on the joint surface between the wall and the concrete structure, and sealing form boards to perform concreting; (2) detaching the form boards after concrete is solidified and clearing away the extrusion molding foam plates inlaid in the concrete; and (3) fixing the tie bars of a concrete wall column on the wall column longitudinal reinforcements and the wall column stirrups after the extrusion molding foam plates are cleared away and the wall column longitudinal reinforcements and the wall column stirrups are exposed, and performing mold sealing and pouring on the concrete wall column. The method has the advantages that concreting is facilitated, and the construction efficiency is improved; construction is facilitated, connection reliability is high, and the construction cost is reduced; and the extrusion molding foam plates can be recycled, and a construction environment is prevented from being polluted.
Description
Technical field
The present invention relates to a kind of construction techniques, in particular, relate to a kind of masonry panel and concrete structure interface place tension rib method to set up.
Background technology
In existing building construction process, the method that masonry wall is connected with concrete structure interface place is always all at continuous reformed AHP.The way the most general adopted in construction is at present removed by original concrete to replant into reinforcing bar on shear wall or post, but because the reinforcing bar of shear wall or post is closeer, be easy to during boring get on reinforcing bar, add constructor's quality in addition uneven, thus make construction quality be difficult to ensure.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, and provide one to prevent diaphragm wall seam from leaking, improve efficiency of construction, reduce masonry panel and the concrete structure interface place tension rib method to set up of construction cost.
Masonry panel of the present invention and concrete structure interface place tension rib method to set up, comprise following construction sequence:
Wall column longitudinal reinforcement and wall column stirrup are welded and fixed by step one before wall column reinforcement construction, in the position of body of wall and concrete structure interface tension rib, extrusion molding foam-board and wall column longitudinal reinforcement and the colligation of wall column stirrup are fixed, then carry out envelope template concreting.
Stripping after the second-class concrete setting of step, removes the extrusion molding foam-board being embedded in inside concrete, exposes wall column longitudinal reinforcement, wall column stirrup;
The steel tie of concrete wall column is fixed on wall column longitudinal reinforcement and wall column stirrup by step 3, finally carries out concrete wall column envelope mould and builds.
The thickness of described extrusion molding foam-board is not more than the distance of wall column stirrup to envelope template.
The height of described extrusion molding foam-board is not more than the thickness of concrete wall column.
Described extrusion molding foam-board is arranged on recycling box inside.
Described recycling box upper surface two ends are provided with link slot, and described recycling box soffit two ends are provided with connecting groove.
The invention has the beneficial effects as follows: during (1) construction, concreting is convenient, improves efficiency of construction, reduces construction cost; (2) interface connects reliable, and construction quality is high; (3) extrusion molding foam-board is recyclable, prevents construction environment from polluting.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is recycling box structural representation of the present invention;
In figure: wall column longitudinal reinforcement 1, wall column stirrup 2, extrusion molding foam-board 3, concrete wall column 4, link slot 5, recycling box 6, connecting groove 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
In the drawings, masonry panel of the present invention and concrete structure interface place tension rib method to set up, comprise following construction sequence:
Wall column longitudinal reinforcement 1 and wall column stirrup 2 are welded and fixed by step one before wall column reinforcement construction, in the position of body of wall and concrete structure interface tension rib, extrusion molding foam-board 3 and wall column longitudinal reinforcement 1 are fixed with wall column stirrup 2 colligation, then carry out envelope template concreting.
Stripping after the second-class concrete setting of step, removes the extrusion molding foam-board 3 being embedded in inside concrete, exposes wall column longitudinal reinforcement 1, wall column stirrup 2;
The steel tie of concrete wall column 4 is fixed on wall column longitudinal reinforcement 1 and wall column stirrup 2 by step 3, finally carries out concrete wall column 4 envelope mould and builds.
The thickness of described extrusion molding foam-board 3 is not more than the distance of wall column stirrup 2 to envelope template.The height of described extrusion molding foam-board 3 is not more than the thickness of concrete wall column 4.It is inner that described extrusion molding foam-board 3 is arranged on recycling box 6.
Described recycling box 6 upper surface two ends are provided with link slot 5, described recycling box 6 soffit two ends are provided with connecting groove 7, described recycling box 6 is made up of the iron sheet of thickness 1mm, the thickness of recycling box 6 can customize according to the thickness of concrete wall column 4, also superposing type can be made, variable thickness, to facilitate various job site, uses rear recoverable to avoid construction environment to pollute.
The present invention can realize masonry wall and concrete structure interface place tension rib installation simple and convenient, improves efficiency of construction, reduces construction cost; Joint face is solid and reliable, and construction quality is high.
Claims (5)
1. masonry panel and a concrete structure interface place tension rib method to set up, is characterized in that, comprise following construction sequence:
Wall column longitudinal reinforcement (1) and wall column stirrup (2) are welded and fixed by step one before wall column reinforcement construction, in the position of body of wall and concrete structure interface tension rib, extrusion molding foam-board (3) and wall column longitudinal reinforcement (1) are fixed with wall column stirrup (2) colligation, then carry out envelope template concreting;
Stripping after the second-class concrete setting of step, removes the extrusion molding foam-board (3) being embedded in inside concrete, exposes wall column longitudinal reinforcement (1), wall column stirrup (2);
The steel tie of concrete wall column (4) is fixed on wall column longitudinal reinforcement (1) and wall column stirrup (2) by step 3, finally carries out concrete wall column (4) envelope mould and builds.
2. masonry panel according to claim 1 and concrete structure interface place tension rib method to set up, is characterized in that, the thickness of described extrusion molding foam-board (3) is not more than the distance of wall column stirrup (2) to envelope template.
3. masonry panel according to claim 1 and concrete structure interface place tension rib method to set up, is characterized in that, the height of described extrusion molding foam-board (3) is not more than the thickness of concrete wall column (4).
4. masonry panel according to claim 1 and concrete structure interface place tension rib method to set up, is characterized in that, it is inner that described extrusion molding foam-board (3) is arranged on recycling box (6).
5. masonry panel according to claim 4 and concrete structure interface place tension rib method to set up, it is characterized in that, described recycling box (6) upper surface two ends are provided with link slot (5), and described recycling box (6) soffit two ends are provided with connecting groove (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510153887.2A CN104878853A (en) | 2015-04-02 | 2015-04-02 | Method for mounting tie bars at position of joint surface between masonry wall and concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510153887.2A CN104878853A (en) | 2015-04-02 | 2015-04-02 | Method for mounting tie bars at position of joint surface between masonry wall and concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104878853A true CN104878853A (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510153887.2A Pending CN104878853A (en) | 2015-04-02 | 2015-04-02 | Method for mounting tie bars at position of joint surface between masonry wall and concrete structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN104878853A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU518132B2 (en) * | 1977-07-26 | 1981-09-17 | Dandy Leathergoods Pty. Ltd. | Masonry wall tiem |
| CN101397815A (en) * | 2008-09-26 | 2009-04-01 | 中国建筑第六工程局有限公司 | Construction method of pull rod expansion screw bolt post embedding wall lacing wire |
| CN101899868A (en) * | 2009-05-26 | 2010-12-01 | 内蒙古兴泰建筑有限责任公司 | Construction method for rear planted wall steel tie |
| CN102486049A (en) * | 2010-12-06 | 2012-06-06 | 上海伙隆实业有限公司 | Filler wall masonry tie bar planting method |
| US20130086867A1 (en) * | 2011-10-11 | 2013-04-11 | SR Contractors, LLC | Method of constructing a masonry wall |
| CN104295003A (en) * | 2014-09-26 | 2015-01-21 | 中建七局第二建筑有限公司 | Structural column construction method |
-
2015
- 2015-04-02 CN CN201510153887.2A patent/CN104878853A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU518132B2 (en) * | 1977-07-26 | 1981-09-17 | Dandy Leathergoods Pty. Ltd. | Masonry wall tiem |
| CN101397815A (en) * | 2008-09-26 | 2009-04-01 | 中国建筑第六工程局有限公司 | Construction method of pull rod expansion screw bolt post embedding wall lacing wire |
| CN101899868A (en) * | 2009-05-26 | 2010-12-01 | 内蒙古兴泰建筑有限责任公司 | Construction method for rear planted wall steel tie |
| CN102486049A (en) * | 2010-12-06 | 2012-06-06 | 上海伙隆实业有限公司 | Filler wall masonry tie bar planting method |
| US20130086867A1 (en) * | 2011-10-11 | 2013-04-11 | SR Contractors, LLC | Method of constructing a masonry wall |
| CN104295003A (en) * | 2014-09-26 | 2015-01-21 | 中建七局第二建筑有限公司 | Structural column construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
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Application publication date: 20150902 |