CN201224933Y - Frame beam preventing water seepage and crack and wall stuffing structure - Google Patents
Frame beam preventing water seepage and crack and wall stuffing structure Download PDFInfo
- Publication number
- CN201224933Y CN201224933Y CNU2008200749000U CN200820074900U CN201224933Y CN 201224933 Y CN201224933 Y CN 201224933Y CN U2008200749000 U CNU2008200749000 U CN U2008200749000U CN 200820074900 U CN200820074900 U CN 200820074900U CN 201224933 Y CN201224933 Y CN 201224933Y
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- wall
- crack
- frame beam
- layer
- vierendeel girder
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Abstract
The utility model discloses a leakproof and anti-crack frame beam and infilled wall structure comprising an upright column, a frame beam, an infilled wall and plasterer layers, wherein a composite waterproof roll layer is laid outside the bottom plasterer layer and at the junction part of the frame beam and the infilled wall, and the composite waterproof roll layer is the outer plasterer layer. Aimed at solving the problem that the water leakage and the cracks between the frame beam and the infilled wall of a building interfere the plastering construction of the outer surface, a steel wire mesh is arranged at the easily cracked part of the junction of a brick wall and a concrete wall for fixing and obstructing, so that the crack phenomenon of the wall surface is eliminated. Besides, a layer of novel and composite waterproof roll made of PPP multilayer macromolecules is added, so that rain water is isolated and the frame beam and the infilled wall do not leak anymore, thereby the phenomena that the wall surface bloats and cracks, and the cement mortar of the wall surface drops are thoroughly solved, the beautiful appearance is maintained, the wall quality is ensured, the safety factor of the construction is increased, and a solid foundation is laid for ensuring the whole quality of the construction.
Description
[technical field]: the utility model belongs to the building construction technology field, particularly a kind of novel frame beam and filled wall structure with percolation-proof and crack.
[background technology]: in building operations, run into such situation through regular meeting; as long as run into rainy; rainwater will permeate into from the Vierendeel girder of exterior wall and the slit of infilled wall, and the spot of water breakthrough can be seen in the body of wall inboard, if infiltration for a long time; inboard metope will hollowing, the crack; even can cause dropping of metope cement mortar, and not only influenced metope outward appearance and quality, also may bury potential safety hazard; cause the generation of major accident, whole engineering is fallen short of success for lack of final effort.
In addition, the infiltration that takes place between Vierendeel girder and the infilled wall, crack phenomenon are usually plastered for wall face and are brought a lot of troubles.Although adopted multiple different construction technology and method, prevent measures such as cracking such as materials such as infilled wall oblique brick suitable for reading being built, adopted by laying bricks or stones gauze wire cloth after body of wall finishes building 7 days again, all fail thoroughly to effect a radical cure infiltration, crack problem between Vierendeel girder and the infilled wall.
[summary of the invention]: the utility model purpose is the problem that solves infiltration between above building frame beam and the infilled wall, crack puzzlement wall face plastering construction, provides a kind of and prevents to seep water, the Vierendeel girder and the filled wall structure in crack.
The utility model acts on the theory of founding the elaboration engineering, be strict with, make unceasing progress, have the courage to bring forth new ideas, carry out technological improvement and technological innovation energetically, construction technology to former old backwardness has been carried out bold improvement and innovation, at infiltration between above building frame beam and the infilled wall, crack puzzlement wall face plastering construction problem, take the lead in adopting the new technology of advanced PPP layer high molecule NEW TYPE OF COMPOSITE waterproof roll in the construction of wall plastering outside, fundamentally prevented the generation of above-mentioned phenomenon.
PPP layer high molecule NEW TYPE OF COMPOSITE waterproof roll presentation quality thickness has only 0.5mm thick, but have anti-stretch the intensity height, elongation at break is big, tearing toughness is high, corrosion-resistant, ageing-resistant, low temperature resistant, in light weight, superior functions such as cost is low, easy construction.PPP layer high molecule NEW TYPE OF COMPOSITE waterproof roll is widely used in waterproof, the water proof engineerings such as architectural top, body of wall, basement, municipal pipeline, dykes and dams, tunnel Just because of this.
Vierendeel girder and filled wall structure with percolation-proof and crack provided by the invention, the floated coat that comprises column, Vierendeel girder, filled wall and external surface thereof, outside the scratch coat layer, be positioned at Vierendeel girder and filled wall intersection paving one deck composite of water-proof coiled material up and down, composite of water-proof coiled material is positioned at the overlap joint scope 〉=100mm of Vierendeel girder and filled wall intersection either side.Composite of water-proof coiled material is outer floated coat outward.
Set a roof beam in place and the at first fixing layer of steel wire net of filled wall intersection at scratch coat layer inner side frame, the gauze wire cloth width is not less than 300mm.
Advantage of the present invention and good effect:
The utility model uses the new technology of PPP layer high molecule NEW TYPE OF COMPOSITE waterproof roll, the position of easily splitting in brick wall and concrete wall handing-over is provided with the fixing of gauze wire cloth and blocks, the crack phenomenon of metope just is uprooted, one deck PPP layer high molecule NEW TYPE OF COMPOSITE waterproof roll is arranged in addition, rainwater has been isolated, it again can't be permeated, thereby thoroughly solved the metope hollowing, the crack, the phenomenon that drops of metope cement mortar, not only keep the perfection of body of wall outward appearance but also guaranteed wall quality, also increased the construction safety coefficient, for the overall quality that guarantees engineering lays a solid foundation.And this new technology is with low cost, technology maturation, easy and simple to handle, construction easily, safeguard simply, necessarily have later very big market potential and promotion prospect.
[description of drawings]:
Fig. 1 be prevent to seep water, the Vierendeel girder and the filled wall structural representation in crack,
Fig. 2 is an A-A sectional view among Fig. 1.
Among the figure, 1 filled wall, 2 columns, 3 Vierendeel girders, 4PPP composite of water-proof coiled material, outer, the 6 outer floated coat of 5 scratch coat layers.
[specific embodiment]:
Embodiment 1:
Vierendeel girder that the utility model provides and filled wall structure with percolation-proof and crack, the floated coat that comprises column 2, Vierendeel girder 3, filled wall 1 and external surface thereof, outside scratch coat layer 5, be positioned at Vierendeel girder 3 and filled wall 1 intersection paving one deck PPP composite of water-proof coiled material 4, composite of water-proof coiled material is positioned at the overlap joint scope 〉=100mm of Vierendeel girder and filled wall intersection either side, and this routine overlap joint scope is selected 150mm.Composite of water-proof coiled material is outer floated coat 6 outward.Inboard at scratch coat layer 5; Vierendeel girder and filled wall intersection be layer of steel wire net (figure part omitted) at first fixedly, and the gauze wire cloth width is not less than 300mm.
Concrete construction technology:
The processing step that wall face is plastered is divided into following six steps, be respectively: " base treatment (comprising fixedly gauze wire cloth) → brush interfacial agents → basic unit be the scratch coat layer plaster → secondary brush interfacial agents → installation of membrane → surface layer is that outer floated coat is plastered ", by these six steps all linked with one another, just form solid, the firm overcoat of one deck at surface of wall, thoroughly solved infiltration, crack phenomenon between Vierendeel girder and the filled wall.
Claims (3)
1, a kind ofly prevent to seep water, the Vierendeel girder and the filled wall structure in crack, the floated coat that comprises column, Vierendeel girder, filled wall and external surface thereof, it is characterized in that, outside the scratch coat layer, be positioned at Vierendeel girder and filled wall intersection paving one deck composite of water-proof coiled material, composite of water-proof coiled material is outward outer floated coat.
2, according to claim 1ly prevent to seep water, the Vierendeel girder and the filled wall structure in crack, it is characterized in that composite of water-proof coiled material is positioned at the overlap joint scope 〉=100mm of Vierendeel girder and filled wall intersection either side.
3, according to claim 1 and 2ly prevent to seep water, the Vierendeel girder and the filled wall structure in crack, it is characterized in that set a roof beam in place and the at first fixing layer of steel wire net of filled wall intersection at scratch coat layer inner side frame, the gauze wire cloth width is not less than 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200749000U CN201224933Y (en) | 2008-05-30 | 2008-05-30 | Frame beam preventing water seepage and crack and wall stuffing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200749000U CN201224933Y (en) | 2008-05-30 | 2008-05-30 | Frame beam preventing water seepage and crack and wall stuffing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201224933Y true CN201224933Y (en) | 2009-04-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200749000U Expired - Lifetime CN201224933Y (en) | 2008-05-30 | 2008-05-30 | Frame beam preventing water seepage and crack and wall stuffing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201224933Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839073A (en) * | 2010-04-15 | 2010-09-22 | 北京交通大学 | Anti-seismic reinforcing method for multi-ribbed composite wall |
| 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 |
| CN102852250A (en) * | 2012-09-04 | 2013-01-02 | 钟粤 | Hollow combined wall body with architecture framework structure |
| CN104120805A (en) * | 2014-07-28 | 2014-10-29 | 中建四局第三建筑工程有限公司 | Construction method and structure for concrete and built walls |
| GB2514851A (en) * | 2013-06-06 | 2014-12-10 | Guy Edney | Render and plaster roll |
| CN104481052A (en) * | 2014-12-05 | 2015-04-01 | 湖北全洲扬子江建设工程有限公司 | Anti-crack and antiseep structure of outer polyethylene polypropylene fiber wall and construction method of anti-crack and antiseep structure |
| CN105464245A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Frame structure infilled wall capable of preventing cracks |
| CN106284735A (en) * | 2015-05-28 | 2017-01-04 | 上海宝冶集团有限公司 | Lightgage steel joist cement plate external wall construction method |
| CN107460975A (en) * | 2017-09-08 | 2017-12-12 | 吴俊� | Power distribution room wall body structure and its construction method |
-
2008
- 2008-05-30 CN CNU2008200749000U patent/CN201224933Y/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839073B (en) * | 2010-04-15 | 2011-12-07 | 北京交通大学 | Anti-seismic reinforcing method for multi-ribbed composite wall |
| CN101839073A (en) * | 2010-04-15 | 2010-09-22 | 北京交通大学 | Anti-seismic reinforcing method for multi-ribbed composite 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 |
| 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 |
| CN102852250A (en) * | 2012-09-04 | 2013-01-02 | 钟粤 | Hollow combined wall body with architecture framework structure |
| CN102852250B (en) * | 2012-09-04 | 2014-10-29 | 钟粤 | Hollow combined wall body with architecture framework structure |
| GB2514851A (en) * | 2013-06-06 | 2014-12-10 | Guy Edney | Render and plaster roll |
| CN104120805A (en) * | 2014-07-28 | 2014-10-29 | 中建四局第三建筑工程有限公司 | Construction method and structure for concrete and built walls |
| CN104481052A (en) * | 2014-12-05 | 2015-04-01 | 湖北全洲扬子江建设工程有限公司 | Anti-crack and antiseep structure of outer polyethylene polypropylene fiber wall and construction method of anti-crack and antiseep structure |
| CN106284735A (en) * | 2015-05-28 | 2017-01-04 | 上海宝冶集团有限公司 | Lightgage steel joist cement plate external wall construction method |
| CN106284735B (en) * | 2015-05-28 | 2019-01-18 | 上海宝冶集团有限公司 | Lightgage steel joist cement plate external wall construction method |
| CN105464245A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Frame structure infilled wall capable of preventing cracks |
| CN107460975A (en) * | 2017-09-08 | 2017-12-12 | 吴俊� | Power distribution room wall body structure and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CEEC TIANJIN ELECTRIC POWER CONSTRUCTION CO., LTD. Free format text: FORMER NAME: TIANJIN ELECTRIC POWER CONSTRUCTION COMPANY OF CHINA ENERGY ENGINEERING CO., LTD. Owner name: TIANJIN ELECTRIC POWER CONSTRUCTION COMPANY OF CHI Free format text: FORMER NAME: TIANJIN ELECTRIC POWER CONSTRUCTION COMPANY |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 23 Technical Research Institute, harbour center, No. 240 Zhang Zi-zhong Road, Heping District, Tianjin, 300041 Patentee after: CHINA ENERGY ENGINEERING GROUP TIANJIN ELECTRIC POWER CONSTRUCTION Co.,Ltd. Address before: 23 Technical Research Institute, harbour center, No. 240 Zhang Zi-zhong Road, Heping District, Tianjin, 300041 Patentee before: CHINA ENERGY ENGINEERING GROUP TIANJIN ELECTRIC POWER CONSTRUCTION Co. Address after: 23 Technical Research Institute, harbour center, No. 240 Zhang Zi-zhong Road, Heping District, Tianjin, 300041 Patentee after: CHINA ENERGY ENGINEERING GROUP TIANJIN ELECTRIC POWER CONSTRUCTION Co. Address before: 23 Technical Research Institute, harbour center, No. 240 Zhang Zi-zhong Road, Heping District, Tianjin, 300041 Patentee before: TIANJIN ELECTRIC POWER CONSTRUCTION Co. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090422 |