CN204266404U - A kind of outer-wall crack-resisting anti-leakage structure - Google Patents

A kind of outer-wall crack-resisting anti-leakage structure Download PDF

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Publication number
CN204266404U
CN204266404U CN201420755743.5U CN201420755743U CN204266404U CN 204266404 U CN204266404 U CN 204266404U CN 201420755743 U CN201420755743 U CN 201420755743U CN 204266404 U CN204266404 U CN 204266404U
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China
Prior art keywords
waterproof roll
wall
building block
aerated concrete
concrete building
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Active
Application number
CN201420755743.5U
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Chinese (zh)
Inventor
孙芳洲
谢青云
熊青林
刘虎
陈巍
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Hubei Quanzhou Yangtze River Construction Engineering Co Ltd
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Hubei Quanzhou Yangtze River Construction Engineering Co Ltd
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Priority to CN201420755743.5U priority Critical patent/CN204266404U/en
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Abstract

The utility model discloses a kind of outer-wall crack-resisting anti-leakage structure, comprise aerated concrete building block, shear wall, frame column, Vierendeel girder, tiltedly build sand lime brick, gauze wire cloth, outer plinth course mortar, horizontal waterproof roll, vertical waterproof roll, temporary fixed horizontal waterproof roll batten; This structure can effect a radical cure framework house outer wall cracking, seepage quality problems, and solves high-story house and reprocess because of outer wall cracking seepage the environment pollution that causes and metope pollutes, and can eliminate because outer wall cracking seepage reprocesses high-altitude working safety hidden danger simultaneously.

Description

A kind of outer-wall crack-resisting anti-leakage structure
Technical field
The utility model relates to technical field of building construction, be specifically related to a kind of outer-wall crack-resisting anti-leakage structure.
Background technology
At present, along with increasing of highrise building, the light wall material of various energy-saving heat preserving is used widely in frame construction infilled wall, but due to the impact by many factors such as technology, material, technique and construction quality management, frame construction decoration of exterior wall face cracking phenomena is comparatively general, and serious also causes wall leakage, has damaged interior decoration and the dwelling environment of resident family, have influence on impression quality and the application life of building, become the common quality defect that builing industry is difficult to effect a radical cure.In order to solve high-story house outer wall cracking seepage reprocess metope pollute large, work high above the ground dangerous large, rehabilitation expense is high and the problems such as weak effect, this construction method of special utility model, fundamentally solves a series of quality security problems because outer wall cracking causes.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of outer-wall crack-resisting anti-leakage structure and material, and its tensile strength is high, it is adaptable to be out of shape, friction factor is large, anti-permeability performance is superior, possess the feature that directly can bond in process of setting with cement material.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: a kind of outer-wall crack-resisting anti-leakage structure, comprise aerated concrete building block, and the shear wall be arranged on the right side of aerated concrete building block, and the frame column be arranged on the left of aerated concrete building block, and the Vierendeel girder be arranged on above aerated concrete building block, and the oblique block sand lime brick be arranged between Vierendeel girder and aerated concrete building block, and be arranged on aerated concrete building block, shear wall, frame column, gauze wire cloth between oblique block sand lime brick outside gap, and spread upon aerated concrete building block, shear wall, frame column, oblique block sand lime brick, outer plinth course mortar on gauze wire cloth, and be arranged on outside outer plinth course mortar upper end, and the horizontal waterproof roll corresponding with top wire net, and hold outside about being arranged on outer plinth course mortar, and the vertical waterproof roll corresponding with left and right end gauze wire cloth, and the temporary fixed batten be erected on horizontal waterproof roll.
As preferably, described outer plinth course mortar and the V07 polymer waterproof rubber cement be provided with between horizontal waterproof roll and vertical waterproof roll for pasting.
As preferably, described horizontal waterproof roll and vertical waterproof roll are polyethylene polypropylene fiber waterproof coiled material.
As preferably, described horizontal waterproof roll is identical with the width of gauze wire cloth with the width of vertical waterproof roll.
As preferably, the width of described temporary fixed horizontal waterproof roll batten is greater than the width of horizontal waterproof roll.
The beneficial effect of outer-wall crack-resisting anti-leakage structure of the present utility model: after external wall construction smears outer plinth course mortar, horizontal waterproof roll and vertical waterproof roll are pasted onto on outer plinth course screed, at aerated concrete building block and shear wall, frame column, the junction surface surface layer mortar of Vierendeel girder and the interior waterproofing course forming one deck flexibility of finish coat, use the principle of defeating a force with a tenderness, resist melt because of light-weight filled wall and beam column built from concrete strength difference large, the metope cracking that exterior wall expands with heat and contract with cold and construction quality difference causes, even if at Wall-beam-column junction exterior wall finish layer generation cracking phenomena, but rainwater large is not broken through polypropylene fibre coil waterproof layer more yet and is permeated to nexine, really reach the object of exterior wall leakproof, comprise 1, framework house outer wall cracking can be effected a radical cure, seepage quality problems, 2, solve high-story house and reprocess because of outer wall cracking seepage the environment pollution that causes and metope pollutes, 3, eliminate because outer wall cracking seepage reprocesses high-altitude working safety hidden danger.
Accompanying drawing explanation
Fig. 1 is the structure chart of a kind of outer-wall crack-resisting anti-leakage structure of the utility model;
Fig. 2 is a kind of outer-wall crack-resisting anti-leakage structure of the utility model waterproof roll paving artwork.
In figure, 1: outer plinth course mortar; 2: waterproof roll paste position line; 3: vertical waterproof roll; 4: temporary fixed horizontal waterproof roll batten; 5: horizontal waterproof roll; Aerated concrete building block 6; Shear wall 7; Oblique block sand lime brick 8; Vierendeel girder 9; Gauze wire cloth 10; Frame column 11.
Detailed description of the invention
In the present embodiment, shown in Fig. 2, a kind of outer-wall crack-resisting anti-leakage structure, comprise aerated concrete building block 6, and the shear wall 7 be arranged on the right side of aerated concrete building block 6, and the frame column 11 be arranged on the left of aerated concrete building block 6, and the Vierendeel girder 9 be arranged on above aerated concrete building block 6, and the oblique block sand lime brick 8 be arranged between Vierendeel girder 9 and aerated concrete building block 6, and be arranged on aerated concrete building block 6, shear wall 7, frame column 11, gauze wire cloth 10 between oblique block sand lime brick 8 outside gap, and spread upon aerated concrete building block 6, shear wall 7, frame column 11, oblique block sand lime brick 8, outer plinth course mortar 1 on gauze wire cloth 10, and be arranged on outside outer plinth course mortar 1 upper end, and the horizontal waterproof roll 5 corresponding with top wire net 10, and be arranged on outer plinth course mortar about 1 end outside, and the vertical waterproof roll 3 corresponding with left and right end gauze wire cloth 10, and the temporary fixed batten 4 be erected on horizontal waterproof roll 5.
Described outer plinth course mortar 1 and V07 polymer waterproof rubber cement (not shown) be provided with between horizontal waterproof roll 5 and vertical waterproof roll 3 for pasting.
Described horizontal waterproof roll 5 and vertical waterproof roll 3 are polyethylene polypropylene fiber waterproof coiled material.
Described horizontal waterproof roll 5 is identical with the width of gauze wire cloth 10 with the width of vertical waterproof roll 3.
The width of described temporary fixed horizontal waterproof roll batten 4 is greater than the width of horizontal waterproof roll 5.
When the utility model outer-wall crack-resisting anti-leakage structure makes, its concrete steps:
1), first at aerated concrete building block 6, shear wall 7, frame column 11, tiltedly to build between sand lime brick 8, Vierendeel girder 9 upper berth metal lathing 10 outside gap;
2), then outside aerated concrete building block 6, shear wall 7, frame column 11, tiltedly block sand lime brick 8, Vierendeel girder 9 and gauze wire cloth 10, metope smears outer plinth course mortar 1, and quality requirement basic unit mortar paving is floating whole, and surface layer is crude, and easy and polyethylene polypropylene fiber sheet bonds;
3), after outer plinth course mortar 1 wipes, at metope by the waterproof roll paste position line 2 measured bullet and draw, first on vertical position line, paste vertical waterproof roll 3 with V07 polymer waterproof rubber cement, then use the temporary fixed horizontal waterproof roll of batten 4;
4), on horizontal paste position line, horizontal waterproof roll 5 is pasted with V07 polymer waterproof rubber cement again;
5), after polyethylene polypropylene fiber waterproof coiled material paving completes, with float coat cement mortar of can constructing, as surface layer mortar can not be constructed in time, should timing to the polyethylene polypropylene fiber waterproof coiled material watering maintenance of pasting, until surface layer mortar stops maintenance after covering.
The beneficial effect of outer-wall crack-resisting anti-leakage structure of the present utility model: after external wall construction smears outer plinth course mortar, horizontal waterproof roll and vertical waterproof roll are pasted onto on outer plinth course screed, at aerated concrete building block and shear wall, frame column, the junction surface surface layer mortar of Vierendeel girder and the interior waterproofing course forming one deck flexibility of finish coat, use the principle of defeating a force with a tenderness, resist melt because of light-weight filled wall and beam column built from concrete strength difference large, the metope cracking that exterior wall expands with heat and contract with cold and construction quality difference causes, even if at Wall-beam-column junction exterior wall finish layer generation cracking phenomena, but rainwater large is not broken through polypropylene fibre coil waterproof layer more yet and is permeated to nexine, really reach the object of exterior wall leakproof, comprise 1, framework house outer wall cracking can be effected a radical cure, seepage quality problems, 2, solve high-story house and reprocess because of outer wall cracking seepage the environment pollution that causes and metope pollutes, 3, eliminate because outer wall cracking seepage reprocesses high-altitude working safety hidden danger.
Above-described embodiment; a just example of the present utility model; be not for limiting enforcement of the present utility model and interest field, all technical schemes identical or equivalent with content described in the utility model claim, all should be included in the utility model protection domain.

Claims (5)

1. an outer-wall crack-resisting anti-leakage structure, it is characterized in that: comprise aerated concrete building block, and the shear wall be arranged on the right side of aerated concrete building block, and the frame column be arranged on the left of aerated concrete building block, and the Vierendeel girder be arranged on above aerated concrete building block, and the oblique block sand lime brick be arranged between Vierendeel girder and aerated concrete building block, and be arranged on aerated concrete building block, shear wall, frame column, gauze wire cloth between oblique block sand lime brick outside gap, and spread upon aerated concrete building block, shear wall, frame column, oblique block sand lime brick, outer plinth course mortar on gauze wire cloth, and be arranged on outside outer plinth course mortar upper end, and the horizontal waterproof roll corresponding with top wire net, and hold outside about being arranged on outer plinth course mortar, and the vertical waterproof roll corresponding with left and right end gauze wire cloth, and the batten on temporary erection fixed lateral waterproof roll.
2. a kind of outer-wall crack-resisting anti-leakage structure as claimed in claim 1, is characterized in that: described outer plinth course mortar and the V07 polymer waterproof rubber cement be provided with between horizontal waterproof roll and vertical waterproof roll for pasting.
3. a kind of outer-wall crack-resisting anti-leakage structure as claimed in claim 1, is characterized in that: described horizontal waterproof roll and vertical waterproof roll are polyethylene polypropylene fiber waterproof coiled material.
4. a kind of outer-wall crack-resisting anti-leakage structure as claimed in claim 1, is characterized in that: described horizontal waterproof roll is identical with the width of gauze wire cloth with the width of vertical waterproof roll.
5. a kind of outer-wall crack-resisting anti-leakage structure as claimed in claim 1, is characterized in that: the width of described temporary fixed horizontal waterproof roll batten is greater than the width of horizontal waterproof roll.
CN201420755743.5U 2014-12-05 2014-12-05 A kind of outer-wall crack-resisting anti-leakage structure Active CN204266404U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420755743.5U CN204266404U (en) 2014-12-05 2014-12-05 A kind of outer-wall crack-resisting anti-leakage structure

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Application Number Priority Date Filing Date Title
CN201420755743.5U CN204266404U (en) 2014-12-05 2014-12-05 A kind of outer-wall crack-resisting anti-leakage structure

Publications (1)

Publication Number Publication Date
CN204266404U true CN204266404U (en) 2015-04-15

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

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C14 Grant of patent or utility model
GR01 Patent grant
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Wan Pinjun

Inventor after: Sun Fangzhou

Inventor after: Liu Wengui

Inventor after: Tian Jian

Inventor after: Sun Guorong

Inventor before: Sun Fangzhou

Inventor before: Xie Qingyun

Inventor before: Xiong Qinglin

Inventor before: Liu Hu

Inventor before: Chen Wei

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: SUN FANGZHOU XIE QINGYUN XIONG QINGLIN LIU HU CHEN WEI TO: WAN PINJUN SUN FANGZHOU LIU WENGUI TIAN JIAN SUN GUORONG