CN103758258A - Laminated slab type concrete shear wall construction method - Google Patents
Laminated slab type concrete shear wall construction method Download PDFInfo
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- CN103758258A CN103758258A CN201110459511.6A CN201110459511A CN103758258A CN 103758258 A CN103758258 A CN 103758258A CN 201110459511 A CN201110459511 A CN 201110459511A CN 103758258 A CN103758258 A CN 103758258A
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- CN
- China
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- construction method
- concrete shear
- wall construction
- wallboard
- prefabricated panel
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Abstract
The invention discloses a laminated slab type concrete shear wall construction method which includes the steps of wallboard assembly, a floor slab assembly and concreting. The wallboard assembly step includes: 1) fixing a wallboard position control square timber; 2) measuring a horizontal elevation control cushion block; 3) mounting a wallboard fixing support; 4) connecting water and electricity pipelines; 5) mounting additional reinforcements; 6) pouring reinforced position steel bar binders and reinforced position formworks. The construction method is fine in product quality, excellent in waterproof performance, high in construction speed and fine in structural performance.
Description
Technical field
The present invention relates to a kind of construction method, particularly a kind of superimposed board-like concrete shear force wall construction method, belongs to technical field of building construction.
Background technology
The core that prefabricated assembled superimposed board-like concrete shear wall structure system is residential industrialized building structure technology, has realized the batch production of the agent structure in house and has produced.Batch production is produced, on-the-spot installation, and the overall continuity of local cast-in-situ concrete implementation structure, fundamentally changes extensive build model, realizes residential structure part standard, modularization.
Summary of the invention
The object of this invention is to provide a kind of standardized superimposed board-like concrete shear force wall construction method.
In order to realize above-mentioned object, technical scheme of the present invention is: a kind of superimposed board-like concrete shear force wall construction method, comprise wallboard assembling, floor assembling, concreting step, and described wallboard installation step is as follows:
1) the fixing position of wallboards control lumps of wood;
2) measure and place horizontal absolute altitude control cushion block;
3) fixing wall-panels supports is installed;
4) hydroelectric line connects;
5) additional bar is installed;
6) cast is strengthened position reinforcing bar binding and is strengthened position formwork;
In described step 2) in, prefabricated panel end opening leaves the space that is not less than 50mm, adopts cushion block special to adjust absolute altitude and the levelling of prefabricated panel.
The space that described prefabricated panel end opening leaves is 45mm.
The space that described prefabricated panel end opening leaves is 40mm.
Construction method good product quality of the present invention, water resistance is good, speed of application is fast, structural performance is good.
The specific embodiment
Before lifting wallboard, first check whether body of wall vertical reinforcement reserved location meets standard, if any deviation, need first adjust, should be than the little 30mm of headroom size in the middle of two wallboards.
According to typesetting arrangement diagram is installed, at every wallboard two ends, far from position, the both walls limit stationary positioned flitch at 25cm place, termination, clear up base surface.
Prefabricated panel end opening leaves the space (for example can leave 40mm or 45mm) that is not less than 50mm, adopts cushion block special to adjust absolute altitude and the levelling of prefabricated panel.In each bottom, piece wallboard two ends, place cushion block special, and measure with level gauge, make it on same horizontal absolute altitude.
Every block of wallboard needs two diagonal braces to fix, and at every prefabricated panel top 2/3 At The Height, has pre-buried connector in advance, and diagonal brace is connected by the reserved connector of special bolt and wallboard.Diagonal brace bottom is carried out anchoring dress with ground with expansion bolt.
In wallboard installation process, water power work is carried out interleave operation, in the wallboard having installed, connects or radiation hydroelectric line.
After hydroelectric line connects or laid, civil engineering bar bender carries out wall plate piecing place additional bar and installs.
The positions such as the wall end of superimposed board-like concrete shear wall structure, L-type angle, T-shaped angle need arrange cast-in-place constrained edge member, with superimposed sheet shear wall effectively in conjunction with, form entirety, to meet shockproof requirements.
Until the installation of edge constraint member reinforcing steel bar and after checking and accepting on inspection; start to carry out template installation; the template at cast-in-place edge constraint member position should adopt the sizing punching block or the wooden model that prepare in advance; during installation, to reach standard accurately, to guarantee the surface quality at cast-in-place position and batch quality that connects with prefabricated panel.
Above-described embodiment does not limit the present invention in any way, and every employing is equal to replaces or technical scheme that the mode of equivalent transformation obtains all drops in protection scope of the present invention.
Claims (4)
1. a superimposed board-like concrete shear force wall construction method, comprises wallboard assembling, floor assembling, concreting step, it is characterized in that described wallboard installation step is as follows:
1) the fixing position of wallboards control lumps of wood;
2) measure and place horizontal absolute altitude control cushion block;
3) fixing wall-panels supports is installed;
4) hydroelectric line connects;
5) additional bar is installed;
6) cast is strengthened position reinforcing bar binding and is strengthened position formwork.
2. superimposed board-like concrete shear force wall construction method according to claim 1, is characterized in that: in described step 2) in, prefabricated panel end opening leaves the space that is not less than 50mm, adopts cushion block special to adjust absolute altitude and the levelling of prefabricated panel.
3. superimposed board-like concrete shear force wall construction method according to claim 2, is characterized in that: the space that described prefabricated panel end opening leaves is 45mm.
4. superimposed board-like concrete shear force wall construction method according to claim 2, is characterized in that: the space that described prefabricated panel end opening leaves is 40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110459511.6A CN103758258A (en) | 2011-12-31 | 2011-12-31 | Laminated slab type concrete shear wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110459511.6A CN103758258A (en) | 2011-12-31 | 2011-12-31 | Laminated slab type concrete shear wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103758258A true CN103758258A (en) | 2014-04-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110459511.6A Pending CN103758258A (en) | 2011-12-31 | 2011-12-31 | Laminated slab type concrete shear wall construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN103758258A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201107A (en) * | 2015-09-30 | 2015-12-30 | 长沙远大住宅工业集团有限公司 | Construction method for stacked plate type shear wall of underground garage |
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| CN1888344A (en) * | 2006-04-07 | 2007-01-03 | 陈信孚 | Composite thermal insulation concrete load-bearing wall |
| CN1888343A (en) * | 2006-04-07 | 2007-01-03 | 陈信孚 | Composite thermal insulation concrete shear wall |
| CN201217855Y (en) * | 2008-06-12 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete shearing force wall formed with heat preservation decoration surface |
| CN101555709A (en) * | 2008-12-09 | 2009-10-14 | 南京华韵建筑科技发展有限公司 | Mounting process for composite insulating concrete shear wall |
| CN101603335A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | The precast concrete shear wall and the production method of one-shot forming band heat insulation facing |
| US20100218443A1 (en) * | 2008-01-24 | 2010-09-02 | Nucor Corporation | Composite wall system |
-
2011
- 2011-12-31 CN CN201110459511.6A patent/CN103758258A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1888344A (en) * | 2006-04-07 | 2007-01-03 | 陈信孚 | Composite thermal insulation concrete load-bearing wall |
| CN1888343A (en) * | 2006-04-07 | 2007-01-03 | 陈信孚 | Composite thermal insulation concrete shear wall |
| US20100218443A1 (en) * | 2008-01-24 | 2010-09-02 | Nucor Corporation | Composite wall system |
| CN201217855Y (en) * | 2008-06-12 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete shearing force wall formed with heat preservation decoration surface |
| CN101603335A (en) * | 2008-06-12 | 2009-12-16 | 黑龙江宇辉新型建筑材料有限公司 | The precast concrete shear wall and the production method of one-shot forming band heat insulation facing |
| CN101555709A (en) * | 2008-12-09 | 2009-10-14 | 南京华韵建筑科技发展有限公司 | Mounting process for composite insulating concrete shear wall |
Non-Patent Citations (1)
| Title |
|---|
| 孙传彪,叶乃阔: "叠合板式混凝土剪力墙施工技术控制要点", 《安徽科技》, no. 9, 30 September 2011 (2011-09-30), pages 46 - 48 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201107A (en) * | 2015-09-30 | 2015-12-30 | 长沙远大住宅工业集团有限公司 | Construction method for stacked plate type shear wall of underground garage |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140430 |