CN202099901U - Troweling structure for treatment on junction part of concrete wall column and filler wall - Google Patents
Troweling structure for treatment on junction part of concrete wall column and filler wall Download PDFInfo
- Publication number
- CN202099901U CN202099901U CN2011201928739U CN201120192873U CN202099901U CN 202099901 U CN202099901 U CN 202099901U CN 2011201928739 U CN2011201928739 U CN 2011201928739U CN 201120192873 U CN201120192873 U CN 201120192873U CN 202099901 U CN202099901 U CN 202099901U
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- wall column
- troweling
- concrete wall
- wall
- junction part
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Abstract
The utility model discloses a troweling structure for the treatment on a junction part of a concrete wall column and a filler wall, wherein, the troweling structure comprises an alkaline-resisting fiber glass mesh which is arranged on the surface of the junction part of the concrete wall column and the filler wall; and a polymer mortar layer and a plastering layer are sequentially plastered at the outer part of the alkaline-resisting fiber glass mesh. By adopting the troweling structure, troweling cracks formed on the surface of the junction part of the concrete wall column and the filler wall can be controlled effectively, the concrete wall column cannot be troweled necessarily, the troweling effect can be achieved through the conventional clear water template, the troweling engineering quantity can be reduced, and the indoor using space can also be increased.
Description
Technical field
The utility model relates to the structure of plastering, and relates in particular to concrete wall column and infilled wall junction and handles the structure of plastering.
Background technology
Before building trade placing of concrete wall column, all template need be set earlier, the plastering of different materials matrix junction surface when infilled wall is plastered should take to prevent the strengthening measure that ftractures.Concrete wall column and position, surface, infilled wall junction are plastered usually the employing gauze wire cloth as reinforcing mat; The concrete wall column that will link to each other with infilled wall is mostly plastered simultaneously; Adopt the weak point of above-mentioned existing method to be: the concrete wall column need be plastered and gauze wire cloth is set and is difficult to control concrete wall column and surface plastering crack, infilled wall junction as reinforcing mat with infilled wall simultaneously; And causing the cement waste, the plastering engineering amount increases, and has reduced indoor usage space.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art, provides a kind of concrete wall column and the infilled wall junction that can reduce the plastering engineering amount and increase indoor usage space to handle the structure of plastering.
The structure of plastering is handled in concrete wall column of the utility model and infilled wall junction, and it comprises the alkali-resistant glass fiber mesh that is arranged on concrete wall and surface, infilled wall junction, outside described alkali-resistant glass fiber mesh, is wiped with polymer mortar layer and floated coat successively.
Adopt the utility model structure can effectively control concrete wall column and surface plastering crack, infilled wall junction; The concrete wall column can not plastered; Plain form through routine can reach the effect of plastering, and has both reduced the plastering engineering amount, has increased indoor usage space again.
Description of drawings
The processing procedure structural representation that Fig. 1 handles the structure of plastering for the concrete wall column and the infilled wall junction of the utility model;
The horizontal plane structural representation that Fig. 2 handles the structure of plastering for the concrete wall column and the infilled wall junction of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is done to describe in detail.
The structure of plastering is handled in concrete wall column of the utility model as shown in Figure 2 and infilled wall junction; It comprises the alkali-resistant glass fiber mesh 6 that is arranged on concrete wall 5 and surface, infilled wall 7 junctions, outside described alkali-resistant glass fiber mesh 6, is wiped with polymer mortar layer and floated coat 8 successively.
The utility model concrete wall column and infilled wall junction are handled the plastering construction process of the structure of plastering and are shown in Fig. 1-2:
(1) customization can be the thick added pattern 2 of 5mm; Width 100mm, length is highly identical according to infilled wall 7, and adopts nail to be fixed on the wall column template 1 by the absolute altitude requirement; Wherein added pattern 2 positions are concordant on one side with wall column template 1, require the brushing release agent according to stripping;
(2) assembly unit of carrying out wall column template 1 and end wall column template 4 according to the template construction scheme is fixed, and reinforces and accomplish, planeness and verticality that should strict control wall column template 1 in the work progress;
(3) build the wall column concrete; Wall column template flitch 3 is installed on wall column template 1 and end wall column template 4, is waited to reach the stripping requirement of strength and carry out form removable, added pattern 2 is removed with wall column template 1 simultaneously; Can still be fixed on the wall column template 1, so that one deck construction down.
(4) infilled wall 7 masonries construction;
(5) plaster first floor construction of infilled wall 7 masonries;
(6) at concrete wall column and wide alkali-resistant glass fiber mesh 6 one decks of infilled wall junction paving 200mm, smear polymer mortar;
(7) at the polymer mortar layer exterior rendering, the surface of plastering is flat with wall column surface one, accomplishes plastering construction;
(8) wall body decoration construction.
Claims (1)
1. the structure of plastering is handled in concrete wall column and infilled wall junction, it is characterized in that: it comprises the alkali-resistant glass fiber mesh that is arranged on concrete wall and surface, infilled wall junction, outside described alkali-resistant glass fiber mesh, is wiped with polymer mortar layer and floated coat successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201928739U CN202099901U (en) | 2011-06-09 | 2011-06-09 | Troweling structure for treatment on junction part of concrete wall column and filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201928739U CN202099901U (en) | 2011-06-09 | 2011-06-09 | Troweling structure for treatment on junction part of concrete wall column and filler wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202099901U true CN202099901U (en) | 2012-01-04 |
Family
ID=45385919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201928739U Expired - Fee Related CN202099901U (en) | 2011-06-09 | 2011-06-09 | Troweling structure for treatment on junction part of concrete wall column and filler wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202099901U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561691A (en) * | 2012-03-15 | 2012-07-11 | 云南惠丰工程建设有限公司 | Method for eliminating cracking of joint between fair-faced concrete shear wall and masonry |
| CN103866877A (en) * | 2012-12-11 | 2014-06-18 | 中建四局第三建筑工程有限公司 | Connecting method and structure of masonry wall and shear wall |
| CN106320665A (en) * | 2016-08-18 | 2017-01-11 | 成都市易建建筑材料有限公司 | Pre-mixing dry-mixing modified mortar straight-scraping construction method |
| CN106760535A (en) * | 2017-03-23 | 2017-05-31 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete interior wall |
| CN106894542A (en) * | 2017-03-23 | 2017-06-27 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete inner side of outer wall |
| CN108286341A (en) * | 2017-12-11 | 2018-07-17 | 新疆苏中建设工程有限公司 | A kind of method different base material interface anticracking steel net template structure and constructed using it |
-
2011
- 2011-06-09 CN CN2011201928739U patent/CN202099901U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561691A (en) * | 2012-03-15 | 2012-07-11 | 云南惠丰工程建设有限公司 | Method for eliminating cracking of joint between fair-faced concrete shear wall and masonry |
| CN103866877A (en) * | 2012-12-11 | 2014-06-18 | 中建四局第三建筑工程有限公司 | Connecting method and structure of masonry wall and shear wall |
| CN106320665A (en) * | 2016-08-18 | 2017-01-11 | 成都市易建建筑材料有限公司 | Pre-mixing dry-mixing modified mortar straight-scraping construction method |
| CN106760535A (en) * | 2017-03-23 | 2017-05-31 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete interior wall |
| CN106894542A (en) * | 2017-03-23 | 2017-06-27 | 中冶建工集团有限公司 | One kind exempts from plastering construction method using aluminum alloy mould plate casting concrete inner side of outer wall |
| CN108286341A (en) * | 2017-12-11 | 2018-07-17 | 新疆苏中建设工程有限公司 | A kind of method different base material interface anticracking steel net template structure and constructed using it |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120104 Termination date: 20150609 |
|
| EXPY | Termination of patent right or utility model |