CN204266404U - A kind of outer-wall crack-resisting anti-leakage structure - Google Patents
A kind of outer-wall crack-resisting anti-leakage structure Download PDFInfo
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- 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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- 239000000463 material Substances 0.000 claims abstract description 37
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 239000011449 brick Substances 0.000 claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 13
- -1 polyethylene Polymers 0.000 claims description 14
- 239000004743 Polypropylene Substances 0.000 claims description 8
- 229920001155 polypropylene Polymers 0.000 claims description 8
- 239000004698 Polyethylene Substances 0.000 claims description 6
- 229920000573 polyethylene Polymers 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 5
- 229920000642 polymer Polymers 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 4
- 239000012528 membrane Substances 0.000 abstract description 17
- 238000005336 cracking Methods 0.000 abstract description 11
- 230000008439 repair process Effects 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 13
- 238000010276 construction Methods 0.000 description 7
- 239000002344 surface layer Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- 238000002679 ablation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
本实用新型公开了一种外墙抗裂防渗漏结构,包括加气砼砌块、剪力墙、框架柱、框架梁、斜砌灰砂砖、钢丝网、外墙基层砂浆、横向防水卷材、竖向防水卷材、临时固定横向防水卷材木条;本结构能根治框架结构房屋外墙开裂、渗漏质量问题,以及解决高层房屋因外墙开裂渗漏返修造成的环境污染和墙面污染,同时可以消除因外墙开裂渗漏返修高空作业安全隐患。
The utility model discloses an anti-crack and anti-leakage structure for an outer wall, which comprises aerated concrete blocks, shear walls, frame columns, frame beams, inclined lime-sand bricks, steel wire mesh, mortar for the base of the outer wall, and horizontal waterproof coils. materials, vertical waterproof membranes, and temporarily fixed horizontal waterproof membrane strips; this structure can radically solve the quality problems of cracking and leakage of the outer walls of frame structure houses, and solve the environmental pollution and wall damage caused by repairs of cracks and leakage of outer walls of high-rise buildings. Surface pollution, and at the same time, it can eliminate the hidden safety hazards of high-altitude operations due to external wall cracking and leakage.
Description
技术领域 technical field
本实用新型涉及的是建筑施工技术领域,具体涉及一种外墙抗裂防渗漏结构。 The utility model relates to the technical field of building construction, in particular to an anti-crack and anti-leakage structure for an outer wall.
背景技术 Background technique
目前,随着高层建筑的增多,各种节能保温的轻质墙体材料在框架结构填充墙中得到广泛应用,但由于受技术、材料、工艺和施工质量管理等多方面因素的影响,框架结构外墙装饰面开裂现象较为普遍,严重的还导致墙体渗水,损坏了住户的室内装饰和居住环境,影响到建筑物的观感质量和使用寿命,已成为建筑业难以根治的质量通病。为了解决高层房屋外墙开裂渗漏返修墙面污染大、高空作业危险性大、修复费用高且效果差等问题,特实用新型此施工方法,从根本上解决因外墙开裂引起的一系列质量安全问题。 At present, with the increase of high-rise buildings, various energy-saving and thermal insulation lightweight wall materials are widely used in frame structure filled walls, but due to the influence of many factors such as technology, materials, processes and construction quality management, frame structures Cracking of the decorative surface of the exterior wall is relatively common, and in severe cases, it can cause water seepage in the wall, damage the interior decoration and living environment of the residents, and affect the visual quality and service life of the building. It has become a common quality problem that is difficult to cure in the construction industry. In order to solve the problems of cracking, leaking and repairing the external wall of high-rise buildings, high pollution of the repaired wall, high risk of high-altitude operation, high repair cost and poor effect, this construction method is specially designed to fundamentally solve a series of quality problems caused by external wall cracking. Security Question.
实用新型内容 Utility model content
本实用新型要解决的技术问题是提供一种外墙抗裂防渗漏结构与材料,其抗拉强度高、变形适应能力强、摩擦系数大、抗渗性能优越、具备能与水泥材料在凝固过程中直接粘合的特点。 The technical problem to be solved by the utility model is to provide an anti-crack and anti-leakage structure and material for the outer wall, which has high tensile strength, strong deformation adaptability, large friction coefficient, excellent impermeability, and ability to solidify with cement materials. Features of direct bonding in process.
为解决上述技术问题,本实用新型采用如下技术方案:一种外墙抗裂防渗漏结构,包括加气砼砌块,及设置在加气砼砌块右侧的剪力墙,及设置在加气砼砌块左侧的框架柱,及设置在加气砼砌块上方的框架梁,及设置在框架梁和加气砼砌块之间的斜砌灰砂砖,及设置在加气砼砌块、剪力墙、框架柱、斜砌灰砂砖之间缝隙外侧的钢丝网,及涂抹在加气砼砌块、剪力墙、框架柱、斜砌灰砂砖、钢丝网上的外墙基层砂浆,及设置在外墙基层砂浆上端外侧,且与顶部钢丝网相对应的横向防水卷材,及设置在外墙基层砂浆左右端外侧,且与左右端钢丝网相对应的竖向防水卷材,及架设在横向防水卷材上的临时固定木条。 In order to solve the above-mentioned technical problems, the utility model adopts the following technical scheme: an anti-crack and anti-leakage structure for an outer wall, including an aerated concrete block, a shear wall arranged on the right side of the aerated concrete block, and an The frame column on the left side of the aerated concrete block, the frame beam arranged above the aerated concrete block, the inclined lime sand bricks arranged between the frame beam and the aerated concrete block, and the aerated concrete Steel wire mesh on the outside of the gap between blocks, shear walls, frame columns, inclined lime-sand bricks, and exterior walls coated on aerated concrete blocks, shear walls, frame columns, inclined lime-sand bricks, and steel wire mesh The base mortar, and the horizontal waterproof coiled material set outside the upper end of the base mortar of the external wall and corresponding to the steel wire mesh on the top, and the vertical waterproof coiled material arranged outside the left and right ends of the mortar of the external wall base layer and corresponding to the steel wire mesh at the left and right ends, And temporary fixed wooden strips erected on the horizontal waterproof membrane.
作为优选,所述外墙基层砂浆与横向防水卷材和竖向防水卷材之间均设置有用于粘贴的V07聚合物防水胶浆。 Preferably, V07 polymer waterproof glue for pasting is arranged between the base mortar of the exterior wall and the horizontal and vertical waterproof coiled materials.
作为优选,所述横向防水卷材和竖向防水卷材为聚乙烯丙纶防水卷材。 Preferably, the horizontal and vertical waterproof rolls are polyethylene polypropylene waterproof rolls.
作为优选,所述横向防水卷材和竖向防水卷材的宽度和钢丝网的宽度相同。 Preferably, the width of the horizontal waterproof coiled material and the vertical waterproof coiled material is the same as that of the steel wire mesh.
作为优选,所述临时固定横向防水卷材木条的宽度大于横向防水卷材的宽度。 Preferably, the width of the temporarily fixed horizontal waterproof coiled strips is greater than the width of the horizontal waterproof coiled material.
本实用新型的外墙抗裂防渗漏结构的有益效果:在外墙施工涂抹外墙基层砂浆后,将横向防水卷材和竖向防水卷材粘贴在外墙基层砂浆层上,在加气砼砌块与剪力墙、框架柱、框架梁的接合部面层砂浆及饰面层内形成一层柔性的防水层,运用以柔克刚的原理,抵御消融因轻质填充墙与混凝土梁柱强度差异大、外墙热胀冷缩和施工质量差引起的墙面开裂,即使在墙梁柱结合处外墙饰面层发生开裂现象,但再大的雨水也突破不了丙纶卷材防水层向里层渗透,真正达到外墙无渗漏的目的,包括1、能根治框架结构房屋外墙开裂、渗漏质量问题;2、解决高层房屋因外墙开裂渗漏返修造成的环境污染和墙面污染;3、消除因外墙开裂渗漏返修高空作业安全隐患。 The beneficial effect of the anti-crack and anti-leakage structure of the outer wall of the utility model: after the outer wall base mortar is applied in the outer wall construction, the horizontal waterproof coiled material and the vertical waterproof coiled material are pasted on the outer wall base mortar layer, A flexible waterproof layer is formed in the surface layer mortar and the finish layer of the joints between blocks and shear walls, frame columns, and frame beams. Using the principle of using softness to overcome rigidity, it can resist ablation due to the large difference in strength between lightweight filled walls and concrete beams. The wall surface cracks caused by thermal expansion and contraction of the external wall and poor construction quality. Even if the external wall finish layer cracks at the junction of the wall beam and column, no amount of rain can break through the waterproof layer of the polypropylene membrane and penetrate into the inner layer. Really achieve the purpose of no leakage of the external wall, including 1. It can radically cure the cracking and leakage quality problems of the external wall of the frame structure house; 2. Solve the environmental pollution and wall pollution caused by the cracking and leakage of the external wall of the high-rise building; 3. Eliminate the safety hazards of high-altitude operations due to external wall cracking and leakage repairs.
附图说明 Description of drawings
图1为本实用新型一种外墙抗裂防渗漏结构的结构图; Fig. 1 is the structural diagram of a kind of anti-crack anti-leakage structure of outer wall of the present utility model;
图2为本实用新型一种外墙抗裂防渗漏结构防水卷材铺贴工艺图。 Fig. 2 is a technical diagram of paving and pasting of a waterproof coiled material with an anti-crack and anti-leakage structure for an exterior wall of the present invention.
图中,1:外墙基层砂浆;2:防水卷材粘贴位置线;3:竖向防水卷材;4:临时固定横向防水卷材木条;5:横向防水卷材;加气砼砌块6;剪力墙7;斜砌灰砂砖8;框架梁9;钢丝网10;框架柱11。 In the figure, 1: base mortar of exterior wall; 2: sticking position line of waterproof membrane; 3: vertical waterproof membrane; 4: temporary fixing of horizontal waterproof membrane strips; 5: horizontal waterproof membrane; aerated concrete block 6; shear wall 7; inclined lime-sand brick 8; frame beam 9; steel wire mesh 10; frame column 11.
具体实施方式 Detailed ways
本实施例中,参照图1至图2所示,一种外墙抗裂防渗漏结构,包括加气砼砌块6,及设置在加气砼砌块6右侧的剪力墙7,及设置在加气砼砌块6左侧的框架柱11,及设置在加气砼砌块6上方的框架梁9,及设置在框架梁9和加气砼砌块6之间的斜砌灰砂砖8,及设置在加气砼砌块6、剪力墙7、框架柱11、斜砌灰砂砖8之间缝隙外侧的钢丝网10,及涂抹在加气砼砌块6、剪力墙7、框架柱11、斜砌灰砂砖8、钢丝网10上的外墙基层砂浆1,及设置在外墙基层砂浆1上端外侧,且与顶部钢丝网10相对应的横向防水卷材5,及设置在外墙基层砂浆1左右端外侧,且与左右端钢丝网10相对应的竖向防水卷材3,及架设在横向防水卷材5上的临时固定木条4。 In this embodiment, as shown in Fig. 1 to Fig. 2 , an anti-crack and anti-leakage structure for an external wall includes an aerated concrete block 6, and a shear wall 7 arranged on the right side of the aerated concrete block 6, And the frame column 11 arranged on the left side of the aerated concrete block 6, and the frame beam 9 arranged above the aerated concrete block 6, and the inclined ash that is arranged between the frame beam 9 and the aerated concrete block 6 Sand brick 8, and the steel wire mesh 10 that is arranged on the outside of the gap between the aerated concrete block 6, the shear wall 7, the frame column 11, and the inclined lime-sand brick 8, and smeared on the aerated concrete block 6, the shear force Wall 7, frame column 11, inclined lime-sand brick 8, exterior wall base mortar 1 on steel wire mesh 10, and horizontal waterproof coiled material 5 arranged on the outside of the upper end of exterior wall base mortar 1 and corresponding to top steel wire mesh 10, And the vertical waterproof coiled material 3 arranged on the outer side of the left and right ends of the base mortar of the outer wall and corresponding to the steel wire mesh 10 at the left and right ends, and the temporary fixed wooden strips 4 erected on the horizontal waterproof coiled material 5 .
所述外墙基层砂浆1与横向防水卷材5和竖向防水卷材3之间均设置有用于粘贴的V07聚合物防水胶浆(未图示)。 V07 polymer waterproof glue (not shown) for pasting is arranged between the exterior wall base mortar 1 and the horizontal waterproof coiled material 5 and the vertical waterproof coiled material 3 .
所述横向防水卷材5和竖向防水卷材3为聚乙烯丙纶防水卷材。 The horizontal waterproof membrane 5 and the vertical waterproof membrane 3 are polyethylene polypropylene waterproof membranes.
所述横向防水卷材5和竖向防水卷材3的宽度和钢丝网10的宽度相同。 The width of the horizontal waterproof coiled material 5 and the vertical waterproof coiled material 3 is the same as that of the steel wire mesh 10 .
所述临时固定横向防水卷材木条4的宽度大于横向防水卷材5的宽度。 The width of the temporarily fixed horizontal waterproof coiled strip 4 is greater than the width of the horizontal waterproof coiled material 5 .
本实用新型外墙抗裂防渗漏结构制作时,其具体步骤: When making the anti-crack and anti-leakage structure of the outer wall of the utility model, the specific steps are as follows:
1)、首先在加气砼砌块6、剪力墙7、框架柱11、斜砌灰砂砖8、框架梁9之间缝隙外侧上铺钉钢丝网10; 1) First, lay nailed steel wire mesh 10 on the outside of the gap between the aerated concrete block 6, the shear wall 7, the frame column 11, the inclined lime-sand brick 8, and the frame beam 9;
2)、然后在加气砼砌块6、剪力墙7、框架柱11、斜砌灰砂砖8、框架梁9以及钢丝网10外侧墙面涂抹外墙基层砂浆1,质量要求基层砂浆铺抹平整,面层毛糙,易与聚乙烯丙纶卷材粘合; 2), and then apply the outer wall base mortar 1 on the outer wall of the aerated concrete block 6, the shear wall 7, the frame column 11, the inclined lime sand brick 8, the frame beam 9 and the steel wire mesh 10, and the quality requirements of the base mortar Wiping is smooth, the surface layer is rough, and it is easy to bond with polyethylene polypropylene fiber membrane;
3)、外墙基层砂浆1抹好后,在墙面按测量弹划的防水卷材粘贴位置线2,先在竖向位置线上用V07聚合物防水胶浆粘贴竖向防水卷材3,然后用木条4临时固定横向防水卷材; 3) After plastering the base mortar 1 of the exterior wall, paste the position line 2 on the wall surface according to the measured and scratched waterproof coiled material, and first paste the vertical waterproof coiled material 3 on the vertical position line with V07 polymer waterproof glue, Then temporarily fix the horizontal waterproof membrane with wooden strip 4;
4)、再在横向粘贴位置线上用V07聚合物防水胶浆粘贴横向防水卷材5; 4) Paste the horizontal waterproof membrane 5 with V07 polymer waterproof glue on the horizontal pasting position line;
5)、聚乙烯丙纶防水卷材铺贴完成后,随即可施工抹面层水泥砂浆,如面层砂浆不能及时施工,应定时对粘贴的聚乙烯丙纶防水卷材洒水保养,直至面层砂浆覆盖后停止养护。 5) After the laying of the polyethylene polypropylene fiber waterproofing membrane is completed, the surface layer of cement mortar can be applied immediately. If the surface layer of mortar cannot be constructed in time, the pasted polyethylene polypropylene fiber waterproofing membrane should be regularly sprinkled and maintained until the surface layer of mortar is covered Then stop maintenance.
本实用新型的外墙抗裂防渗漏结构的有益效果:在外墙施工涂抹外墙基层砂浆后,将横向防水卷材和竖向防水卷材粘贴在外墙基层砂浆层上,在加气砼砌块与剪力墙、框架柱、框架梁的接合部面层砂浆及饰面层内形成一层柔性的防水层,运用以柔克刚的原理,抵御消融因轻质填充墙与混凝土梁柱强度差异大、外墙热胀冷缩和施工质量差引起的墙面开裂,即使在墙梁柱结合处外墙饰面层发生开裂现象,但再大的雨水也突破不了丙纶卷材防水层向里层渗透,真正达到外墙无渗漏的目的,包括1、能根治框架结构房屋外墙开裂、渗漏质量问题;2、解决高层房屋因外墙开裂渗漏返修造成的环境污染和墙面污染;3、消除因外墙开裂渗漏返修高空作业安全隐患。 The beneficial effect of the anti-crack and anti-leakage structure of the outer wall of the utility model: after the outer wall base mortar is applied in the outer wall construction, the horizontal waterproof coiled material and the vertical waterproof coiled material are pasted on the outer wall base mortar layer, A flexible waterproof layer is formed in the surface layer mortar and the finish layer of the joints between blocks and shear walls, frame columns, and frame beams. Using the principle of using softness to overcome rigidity, it can resist ablation due to the large difference in strength between lightweight filled walls and concrete beams. The wall surface cracks caused by thermal expansion and contraction of the external wall and poor construction quality. Even if the external wall finish layer cracks at the junction of the wall beam and column, no amount of rain can break through the waterproof layer of the polypropylene membrane and penetrate into the inner layer. Really achieve the purpose of no leakage of the external wall, including 1. It can radically cure the cracking and leakage quality problems of the external wall of the frame structure house; 2. Solve the environmental pollution and wall pollution caused by the cracking and leakage of the external wall of the high-rise building; 3. Eliminate the safety hazards of high-altitude operations due to external wall cracking and leakage repairs.
上述实施例,只是本实用新型的一个实例,并不是用来限制本实用新型的实施与权利范围,凡与本实用新型权利要求所述内容相同或等同的技术方案,均应包括在本实用新型保护范围内。 The above-described embodiment is only an example of the utility model, and is not used to limit the implementation and scope of rights of the utility model. All technical solutions that are identical or equivalent to the claims of the utility model should be included in the utility model. within the scope of protection.
Claims (5)
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| CN201420755743.5U CN204266404U (en) | 2014-12-05 | 2014-12-05 | A kind of outer-wall crack-resisting anti-leakage structure |
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Cited By (2)
| 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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2014
- 2014-12-05 CN CN201420755743.5U patent/CN204266404U/en not_active Expired - Fee Related
Cited By (2)
| 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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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 |
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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 |
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Granted publication date: 20150415 |