CN206337787U - A kind of indoor moisture proof cracking resistance earth construction - Google Patents
A kind of indoor moisture proof cracking resistance earth construction Download PDFInfo
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- CN206337787U CN206337787U CN201621457551.1U CN201621457551U CN206337787U CN 206337787 U CN206337787 U CN 206337787U CN 201621457551 U CN201621457551 U CN 201621457551U CN 206337787 U CN206337787 U CN 206337787U
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- 238000010276 construction Methods 0.000 title abstract description 4
- 238000005336 cracking Methods 0.000 title abstract description 4
- 239000002131 composite material Substances 0.000 claims abstract description 20
- 239000004576 sand Substances 0.000 claims abstract description 15
- 239000004744 fabric Substances 0.000 claims abstract description 14
- 239000000835 fiber Substances 0.000 claims abstract description 13
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 239000012528 membrane Substances 0.000 abstract 3
- 239000011440 grout Substances 0.000 abstract 2
- 238000009408 flooring Methods 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及建筑室内地面结构领域,特别涉及一种室内防潮抗裂地面结构。The utility model relates to the field of building indoor ground structures, in particular to an indoor moisture-proof and crack-resistant ground structure.
背景技术Background technique
现如今,我国新农村建设正如火如荼的展开,但是在农村新建建筑物中依然存在很多问题。建筑物一层室内地面通常在夯实素土基层上直接进行混凝土硬化再铺装饰层,这种室内地面,尽管结构简单但极易引起“返潮”现象。特别是在我国南方,由于夏天雨水较多、气候较为潮湿,室内一层地面更是经常在雨前、雨后出现一层水露,对生活造成了极大不便。所以针对我国农村建筑物室内地面“返潮”现象,现有地面结构急需改进。Nowadays, my country's new rural construction is in full swing, but there are still many problems in the new rural buildings. The indoor floor of the first floor of the building is usually directly hardened with concrete on the rammed plain soil base and then paved with a decorative layer. Although the structure of this indoor floor is simple, it is very easy to cause "resurrection". Especially in the south of my country, due to the more rain in summer and the humid climate, a layer of water dew often appears on the indoor floor before and after the rain, which causes great inconvenience to life. Therefore, in view of the phenomenon of "returning moisture" on the indoor ground of rural buildings in our country, the existing ground structure needs to be improved urgently.
发明内容Contents of the invention
为了避免上述现有农村建筑物室内一层地面结构所存在的弊端,本实用新型的目的在于提供一种结构简单,施工方便,且能有效防止“返潮”现象的室内防潮抗裂地面结构。In order to avoid the disadvantages of the above-mentioned indoor ground structure of the existing rural buildings, the purpose of this utility model is to provide an indoor moisture-proof and crack-resistant ground structure with simple structure, convenient construction, and effective prevention of "moisture return".
为了实现上述目的,本实用新型的技术方案是这样实现的:In order to achieve the above object, the technical solution of the utility model is achieved in that:
一种室内防潮抗裂地面结构,包括夯实地面基层1,夯实地面基层1上铺设细砂层2,细砂层2上铺设复合土工膜防潮层3,复合土工膜防潮层3上铺设混凝土硬化层4,混凝土硬化层4上铺设纤维网格布层5,纤维网格布层5上铺设抗裂砂浆层6。An indoor moisture-proof and crack-resistant ground structure, comprising a rammed ground base 1, a fine sand layer 2 laid on the rammed ground base 1, a composite geomembrane moisture-proof layer 3 laid on the fine sand layer 2, and a concrete hardened layer laid on the composite geomembrane moisture-proof layer 3 4. A fiber mesh cloth layer 5 is laid on the hardened concrete layer 4, and a crack-resistant mortar layer 6 is laid on the fiber mesh cloth layer 5.
所述的复合土工膜防潮层3包括普通土工膜和普通土工膜表面粘贴的纤维网格布。The composite geomembrane moisture-proof layer 3 includes a common geomembrane and a fiber mesh cloth pasted on the surface of the common geomembrane.
所述的细砂层2为5—10mm。The fine sand layer 2 is 5-10mm.
所述的混凝土硬化层4为40—50mm。The concrete hardening layer 4 is 40-50mm.
本实用新型的有益效果:The beneficial effects of the utility model:
1、细砂层2一方面能够提高夯实地面基层1的平整度,同时又能够起到一定缓冲保护作用,避免由于夯实地面基层1的不平整导致复合土工膜防潮层3破坏;1. On the one hand, the fine sand layer 2 can improve the flatness of the compacted ground base 1, and at the same time, it can play a certain role of buffer protection, so as to avoid damage to the composite geomembrane moisture-proof layer 3 due to the unevenness of the compacted ground base 1;
2、复合土工膜防潮层3能够有效防止地下潮气向上渗透,且具有较好的力学性能,在其上层混凝土浇筑时能够与混凝土硬化层4较好的结合。2. The composite geomembrane moisture-proof layer 3 can effectively prevent underground moisture from penetrating upwards, and has good mechanical properties, and can be well combined with the hardened concrete layer 4 when the upper layer of concrete is poured.
3、纤维网格布层5与收面抗裂砂浆层6均能够有效防止室内地面结构出现裂缝。3. Both the fiber mesh cloth layer 5 and the anti-crack mortar layer 6 can effectively prevent cracks in the indoor ground structure.
附图说明Description of drawings
图1是本实用新型提供的整体结构示意图。Fig. 1 is a schematic diagram of the overall structure provided by the utility model.
具体实施方式detailed description
下面结合附图对本实用新型的结构原理和工作原理作详细叙述。Below in conjunction with accompanying drawing, structural principle and working principle of the present utility model are described in detail.
参照图1所示,一种室内防潮抗裂地面结构,包括夯实地面基层1,夯实地面基层1上铺设细砂层2,细砂层2上铺设复合土工膜防潮层3,复合土工膜防潮层3上铺设混凝土硬化层4,混凝土硬化层4上铺设纤维网格布层5,纤维网格布层5上铺设抗裂砂浆层6。Referring to Fig. 1, an indoor moisture-proof and anti-cracking ground structure includes a compacted ground base 1, a fine sand layer 2 is laid on the compacted ground base 1, a composite geomembrane moisture-proof layer 3 is laid on the fine sand layer 2, and the composite geomembrane moisture-proof layer A hardened concrete layer 4 is laid on the hardened concrete layer 4, a fiber mesh cloth layer 5 is laid on the hardened concrete layer 4, and a crack-resistant mortar layer 6 is laid on the fiber mesh cloth layer 5.
所述的复合土工膜防潮层3包括普通土工膜和普通土工膜表面粘贴的纤维网格布。The composite geomembrane moisture-proof layer 3 includes a common geomembrane and a fiber mesh cloth pasted on the surface of the common geomembrane.
所述的细砂层2为5—10mm。The fine sand layer 2 is 5-10mm.
所述的混凝土硬化层4为40—50mm。The concrete hardening layer 4 is 40-50mm.
本实用新型的工作原理:Working principle of the utility model:
使用时,首先在夯实地面基层1上铺5—10mm细砂层2,细砂层2一方面能够提高夯实地面基层1的平整度,同时又能够起到一定缓冲保护作用,避免由于夯实地面基层1的不平整导致复合土工膜防潮层3破坏,在细砂层2上面铺贴复合土工膜防潮层3,复合土工膜防潮层3是在普通土工膜的上表面粘贴一层纤维网格布所构成的复合材料,复合土工膜防潮层3能够有效防止地下潮气向上渗透,且具有较好的力学性能,在其上层混凝土浇筑时能够与混凝土硬化层4较好的结合,复合土工膜防潮层3上的混凝土硬化层4为40—50mm,在浇筑完混凝土硬化层4后且还没硬化前,在其表面铺贴纤维网格布5并用抗裂砂浆层6收面,能够有效防止室内地面结构出现裂缝。When in use, first spread a 5-10 mm fine sand layer 2 on the rammed ground base 1. On the one hand, the fine sand layer 2 can improve the flatness of the rammed ground base 1, and at the same time can play a certain role in buffering and protecting, avoiding the The unevenness of 1 leads to the damage of the composite geomembrane moisture-proof layer 3, and the composite geomembrane moisture-proof layer 3 is laid on the fine sand layer 2. The composite geomembrane moisture-proof layer 3 is formed by pasting a layer of fiber mesh cloth on the upper surface of the ordinary geomembrane. Composed of composite materials, the composite geomembrane moisture-proof layer 3 can effectively prevent underground moisture from penetrating upwards, and has good mechanical properties. When the upper layer of concrete is poured, it can be well combined with the concrete hardened layer 4. The composite geomembrane moisture-proof layer 3 The concrete hardened layer 4 on the top is 40-50 mm. After pouring the concrete hardened layer 4 and before it hardens, lay fiber mesh cloth 5 on its surface and close the surface with an anti-crack mortar layer 6, which can effectively prevent the indoor ground structure from Cracks appear.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108797931A (en) * | 2018-06-15 | 2018-11-13 | 湖南宝家云建筑工程管理有限公司 | A kind of damp proofing of ground processing method |
CN111691640A (en) * | 2020-06-29 | 2020-09-22 | 海通建设集团有限公司 | Prestressed seamless terrace and construction method thereof |
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2016
- 2016-12-28 CN CN201621457551.1U patent/CN206337787U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108797931A (en) * | 2018-06-15 | 2018-11-13 | 湖南宝家云建筑工程管理有限公司 | A kind of damp proofing of ground processing method |
CN111691640A (en) * | 2020-06-29 | 2020-09-22 | 海通建设集团有限公司 | Prestressed seamless terrace and construction method thereof |
CN111691640B (en) * | 2020-06-29 | 2021-08-03 | 海通建设集团有限公司 | Prestressed seamless terrace and construction method thereof |
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