CN101333827A - Process for preventing crack of frame, bent and short-leg shear wall filler wall - Google Patents
Process for preventing crack of frame, bent and short-leg shear wall filler wall Download PDFInfo
- Publication number
- CN101333827A CN101333827A CNA2007101231037A CN200710123103A CN101333827A CN 101333827 A CN101333827 A CN 101333827A CN A2007101231037 A CNA2007101231037 A CN A2007101231037A CN 200710123103 A CN200710123103 A CN 200710123103A CN 101333827 A CN101333827 A CN 101333827A
- Authority
- CN
- China
- Prior art keywords
- wall
- short
- bent
- shear wall
- wall body
- 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.)
- Pending
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Finishing Walls (AREA)
Abstract
The invention belongs to the industrial and civil construction forming field, in particular relates to the connection-formation field of the light material applied in the building wall body; the improvements of a prevention frame, a bent, a short-leg shear wall and the wall crack filling process method thereof include that the work procedures are as follows: (1) the line-putting in the construction; (2) the reinforced bars planting; (3) the substrate layer cleaning; (4) the polystyrene board cutting; (5) the mortar mixing of the polymers; (6) the polystyrene board sticking and (7) the net addition. when the decoration construction of the processed frame, the bent and the short-leg shear wall and the filling of the wall body are finished, the temperature crack is controlled effectively; the method is popularized and used completely in the group company; not only the engineering quality is improved comprehensively, but also the general quality problem that the cracks occur in the guard wall body so that good social and economic benefits are obtained.
Description
Technical field
The invention belongs to Industrial and Civil Engineering shaping field, particularly relate to the light material connection shaping field that construction wall uses.
Background technology
The interior exterior wall floated coat of light material body of wall and concrete frame trestle, wall, beam junction, with the variation of seasonal temperature produce laterally, vertical crack or irregular drawing crack, influence the presentation quality of construction work, have rainy the time seepage also influence function of use; Not only increase maintenance load and waste material, but also caused customer complaint, all brought harmful effect for society and enterprise.All the time, builing industry people from all walks of life make suggestions to try every possible means for it, but can not get effective control all the time.
Summary of the invention
Purpose of the present invention just provides its infilled wall crack process of a kind of prevention framework, framed bent and shear wall with short piers.Have and effectively to prevent and treat its infilled wall of framework, framed bent and shear wall with short piers and produces the characteristics of being out of shape because of seasonal temperature changes.
For achieving the above object, the present invention adopts following technical scheme: its infilled wall crack process of this prevention framework, framed bent and shear wall with short piers, and its improvements are: it is provided with following operation: (1) unwrapping wire; (2) bar planting; (3) base cleaning; (4) cut out polyphenyl plate; (5) polymer mortar is mixed system; (6) paste polyphenyl plate; (7) additional net sheet.
Further improvement in the technical proposal is: described operation (5) polymer mortar is mixed system, and the mortar viscosity that its viscosity mixes the usefulness of plastering gets final product, and duration of mixing is no less than 5 minutes.
Further improvement in the technical proposal is: in the additional net sheet of described operation (7), additional net sheet is to be no less than the wide alkali prevention glass fiber reticular cloth of 300mm.
After its filled wall decoration construction of framework through handling like this, framed bent and shear wall with short piers was intact, its thermal cracking had obtained effective control.This way is promoted the use of in my group company comprehensively, it not only makes workmanship obtain comprehensive lifting, and has solved this common quality defect that the crack appears in retaining wall easily, has more obtained good social benefit and economic benefit.
The specific embodiment
Below the present invention is described in further detail.
(1) before building a wall, earlier the plane of body of wall and vertical axis are put well; The body of wall lacing wire is planted muscle with construction structure glue; Or body of wall lacing wire and pre-embedded steel slab welded; And through being up to the standards.
(2) the concrete surface attachment is cleaned out.
(3) polymer mortar is mixed system: make the final polymer mortar that is packed in bag, pour in the container, then mix system with clear water and electric blender, the mortar viscosity that its viscosity mixes the usefulness of plastering gets final product, and duration of mixing is no less than 5 minutes.
(4) thick 30mm-40mm, unit weight is the 25kg/m3 polyphenyl plate, is pasted with polymer mortar on the concrete column, wall, beam of lightweight allowable ratio of height to sectional thickness of masonry wall or column junction, and its width and build a wall are with wide.
(5) after treating on its adhesion strength, carry out building by laying bricks or stones of lightweight body of wall, its masonry and polyphenyl plate intersection are used masonry mortar and are close to firmly.
(6) plaster before, be no less than the stickfast of 150mm gauze wire cloth in concrete column, wall, beam and lightweight wall junction with every edge lap is wide; Or when plastering, directly be bumped in the floated coat with being no less than the wide alkali prevention glass fiber reticular cloth of 300mm, both sides respectively are pressed into the wide 150mm of being no less than, and should use polymer bonding mortar.
Claims (3)
1, its infilled wall crack process of a kind of prevention framework, framed bent and shear wall with short piers, it is characterized in that: it is provided with following operation: (1) unwrapping wire; (2) bar planting; (3) base cleaning; (4) cut out polyphenyl plate; (5) polymer mortar is mixed system; (6) paste polyphenyl plate; (7) additional net sheet.
2, its infilled wall crack process of prevention framework as claimed in claim 1, framed bent and shear wall with short piers, it is characterized in that: described operation (5) polymer mortar is mixed system, the mortar viscosity that its viscosity mixes the usefulness of plastering gets final product, and duration of mixing is no less than 5 minutes.
3, its infilled wall crack process of prevention framework as claimed in claim 1, framed bent and shear wall with short piers is characterized in that: in the additional net sheet of described operation (7), additional net sheet is to be no less than the wide alkali prevention glass fiber reticular cloth of 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007101231037A CN101333827A (en) | 2007-06-28 | 2007-06-28 | Process for preventing crack of frame, bent and short-leg shear wall filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007101231037A CN101333827A (en) | 2007-06-28 | 2007-06-28 | Process for preventing crack of frame, bent and short-leg shear wall filler wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101333827A true CN101333827A (en) | 2008-12-31 |
Family
ID=40196678
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101231037A Pending CN101333827A (en) | 2007-06-28 | 2007-06-28 | Process for preventing crack of frame, bent and short-leg shear wall filler wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101333827A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102322143A (en) * | 2011-06-20 | 2012-01-18 | 山东宁建建设集团有限公司 | Anti-crack construction method for junction of concrete shear wall and aerated concrete building block |
| CN102330477A (en) * | 2010-07-13 | 2012-01-25 | 四川海特尔复合材料有限公司 | Paper honeycomb light wallboard joint treatment method |
| CN102477797A (en) * | 2010-11-24 | 2012-05-30 | 五冶集团上海有限公司 | Construction method for preventing crack of infilled wall |
| CN102808513A (en) * | 2012-07-05 | 2012-12-05 | 江苏武进建筑安装工程有限公司 | Crack controlling construction method for lightweight wall |
| CN103498557A (en) * | 2013-09-29 | 2014-01-08 | 范洁群 | Method for controlling crack of fiber reinforced concrete wall |
| CN112411805A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Heat-insulation building method for shear wall and filler wall of heat-insulation integrated system |
-
2007
- 2007-06-28 CN CNA2007101231037A patent/CN101333827A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102330477A (en) * | 2010-07-13 | 2012-01-25 | 四川海特尔复合材料有限公司 | Paper honeycomb light wallboard joint treatment method |
| CN102330477B (en) * | 2010-07-13 | 2013-04-24 | 四川海特尔复合材料有限公司 | Paper honeycomb light wallboard joint treatment method |
| CN102477797A (en) * | 2010-11-24 | 2012-05-30 | 五冶集团上海有限公司 | Construction method for preventing crack of infilled wall |
| CN102477797B (en) * | 2010-11-24 | 2016-06-01 | 五冶集团上海有限公司 | A kind of construction method preventing infilled wall crack |
| CN102322143A (en) * | 2011-06-20 | 2012-01-18 | 山东宁建建设集团有限公司 | Anti-crack construction method for junction of concrete shear wall and aerated concrete building block |
| CN102808513A (en) * | 2012-07-05 | 2012-12-05 | 江苏武进建筑安装工程有限公司 | Crack controlling construction method for lightweight wall |
| CN102808513B (en) * | 2012-07-05 | 2013-03-27 | 江苏武进建筑安装工程有限公司 | Crack controlling construction method for lightweight wall |
| CN103498557A (en) * | 2013-09-29 | 2014-01-08 | 范洁群 | Method for controlling crack of fiber reinforced concrete wall |
| CN112411805A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Heat-insulation building method for shear wall and filler wall of heat-insulation integrated system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108824812A (en) | A kind of cast-in-place fair-faced concrete wall pours and maintenance process | |
| CN101333827A (en) | Process for preventing crack of frame, bent and short-leg shear wall filler wall | |
| CN103266767A (en) | Construction method for preventing and treating cracks between concrete structure and filler wall | |
| CN105484391A (en) | Construction method for manufacturing heat-preservation waterproof wall through light heat-preservation GRC disassembling-free formworks | |
| CN102806592B (en) | Manufacturing method for demolition-free textile fiber web reinforced concrete formwork | |
| CN103826842A (en) | Laminated product produced by placing one layer onto semi set partially cured base layer. | |
| CN108612233A (en) | A kind of cast-in-place fair-faced concrete wall construction method | |
| CN104110082B (en) | The built-in composite insulation boards Cast-in-place concrete integration wall body structure of external mold and manufacture method thereof | |
| CN106869502A (en) | The accurate building block method for controlling crack of steam pressure sand aerated concrete | |
| CN104947934A (en) | Floor layer manufacturing method | |
| CN106278065A (en) | Imitative stone decoration element and production method thereof | |
| KR100974424B1 (en) | A Panel block | |
| CN110593597A (en) | Method for repairing wall crack | |
| CN100453755C (en) | Polyurethane composite board and its application | |
| US20120167801A1 (en) | Mixture for slab production | |
| CN104446634A (en) | Aerated concrete insulation block and production method thereof | |
| CN208870274U (en) | Concrete prefabricated board and concrete folding plate | |
| CN108824810B (en) | Laying construction process for steel skeleton composite building top plate | |
| CN104389362B (en) | The implementation that clear-water concrete shear wall is constructed with interior filling wall junction | |
| CN103286854A (en) | Manufacturing and lap construction methods of ultra-wide autoclaved aerated concrete cantilever slabs | |
| WO2018126950A1 (en) | Modular stairway | |
| CN102767284B (en) | Semi-prefabricating construction process for concrete thin-wall lower return eave | |
| CN109057343A (en) | A kind of building concrete pouring procedure | |
| CN108018986A (en) | A kind of structure and half prefabricated Side fascia of energy saving integrated and its construction method | |
| CN113323314A (en) | External wall paving construction method for sintered ceramic tiles in freeze-thaw environment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20081231 |