CN206337787U - A kind of indoor moisture proof cracking resistance earth construction - Google Patents

A kind of indoor moisture proof cracking resistance earth construction Download PDF

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Publication number
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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CN
China
Prior art keywords
layer
membrane
cracking resistance
proof
damp
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201621457551.1U
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Chinese (zh)
Inventor
张进
马斌
王可娜
胡雯雯
牛吉星
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Xijing University
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Xijing University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Priority to CN201621457551.1U priority Critical patent/CN206337787U/en
Application granted granted Critical
Publication of CN206337787U publication Critical patent/CN206337787U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of indoor moisture proof cracking resistance earth construction, sequentially consists of compacting ground layer, fine sand layer, composite geo-membrane damp-proof layer, concrete hardening layer, fibrous mesh cloth, anticracking grout float coat;In use, on the one hand fine sand layer can improve the flatness of compacting ground layer, while can play certain buffer protection function again, it is to avoid the out-of-flatness due to tamping ground layer causes the moistureproof damage layer of composite geo-membrane;Composite geo-membrane damp-proof layer can effectively prevent that underground moisture from permeating up, and with preferable mechanical property, can preferably be combined with concrete hardening layer when thereon, layer concrete is poured;Fiber mesh layer of cloth can effectively prevent that crack from occurring in flooring structure with receiving face anticracking grout layer;The utility model has the advantages that moistureproof cracking resistance.

Description

A kind of indoor moisture proof cracking resistance earth construction
Technical field
The utility model is related to architecture indoor earth construction field, more particularly to a kind of indoor moisture proof cracking resistance earth construction.
Background technology
Nowadays, China's new countryside construction just expansion like a raging fire, but still exist in the New Buildings of rural area Many problems.One layer of flooring of building generally directly carries out concrete hardening on the plain soil matrix layer of compacting and repaves decorative layer, This flooring, easily causes " getting damp " phenomenon although simple in construction.Particularly in south China, due to summer rainwater compared with Many, weather is more moist, and indoor one layer of ground is even more often to occur one layer of water dew before rain, after rain, and life is caused greatly Inconvenience.So " being got damp " phenomenon for China's farm building flooring, existing earth construction need to improve.
The content of the invention
The drawbacks of in order to avoid present in a floor earth construction in above-mentioned existing farm building room, mesh of the present utility model Be that a kind of simple in construction, easy construction is provided, and can effectively prevent the indoor moisture proof cracking resistance earth construction of " getting damp " phenomenon.
To achieve these goals, the technical solution of the utility model is realized in:
Fine sand layer is laid on a kind of indoor moisture proof cracking resistance earth construction, including compacting ground layer 1, compacting ground layer 1 2, laying concrete hardening layer 4, concrete on laying composite geo-membrane damp-proof layer 3, composite geo-membrane damp-proof layer 3 on fine sand layer 2 Laid on hardened layer 4 and lay anticracking grout layer 6 on fibrous mesh cloth layer 5, fiber mesh layer of cloth 5.
Described composite geo-membrane damp-proof layer 3 includes the fiber mesh of common geomembrane and common geomembrane surface mount Cloth.
Described fine sand layer 2 is 5-10mm.
Described concrete hardening layer 4 is 40-50mm.
The beneficial effects of the utility model:
1st, the one side of fine sand layer 2 can improve the flatness of compacting ground layer 1, be protected while can play certain buffering again Shield is acted on, it is to avoid because the out-of-flatness for tamping ground layer 1 causes composite geo-membrane damp-proof layer 3 to destroy;
2nd, composite geo-membrane damp-proof layer 3 can effectively prevent that underground moisture from permeating up, and with preferable mechanical property, Can preferably it be combined with concrete hardening layer 4 when thereon, layer concrete is poured.
3rd, fiber mesh layer of cloth 5 can effectively prevent that crack from occurring in flooring structure with receiving face anticracking grout layer 6.
Brief description of the drawings
Fig. 1 is the overall structure diagram that the utility model is provided.
Embodiment
Detailed narration is made to structural principle of the present utility model and operation principle below in conjunction with the accompanying drawings.
Shown in reference picture 1, a kind of indoor moisture proof cracking resistance earth construction, including compacting ground layer 1, tamp ground layer 1 Laying concrete is hard on laying composite geo-membrane damp-proof layer 3 on upper laying fine sand layer 2, fine sand layer 2, composite geo-membrane damp-proof layer 3 Change and lay anticracking grout layer 6 on laying fibrous mesh cloth layer 5, fiber mesh layer of cloth 5 on layer 4, concrete hardening layer 4.
Described composite geo-membrane damp-proof layer 3 includes the fiber mesh of common geomembrane and common geomembrane surface mount Cloth.
Described fine sand layer 2 is 5-10mm.
Described concrete hardening layer 4 is 40-50mm.
Operation principle of the present utility model:
In use, first in the compacting upper berth 5-10mm fine sand layers 2 of ground layer 1, the one side of fine sand layer 2 can improve rammer The flatness of real ground layer 1, while certain buffer protection function can be played again, it is to avoid due to compacting ground layer 1 not Smooth to cause composite geo-membrane damp-proof layer 3 to destroy, the paving composite geo-membrane damp-proof layer 3 on fine sand layer 2, composite geo-membrane is prevented Damp layer 3 is that the composite that one layer of fibrous mesh cloth is constituted is pasted in the upper surface of common geomembrane, and composite geo-membrane is moistureproof Layer 3 can effectively prevent that underground moisture from permeating up, and with preferable mechanical property, can when thereon, layer concrete is poured Preferably combined with concrete hardening layer 4, the concrete hardening layer 4 on composite geo-membrane damp-proof layer 3 is 40-50mm, is being poured Before not hardening after complete concrete hardening layer 4 and also, face is received in its surface paving fibrous mesh cloth 5 and with anticracking grout layer 6, can Effectively prevent that crack from occurring in flooring structure.

Claims (4)

1. a kind of indoor moisture proof cracking resistance earth construction, including compacting ground layer (1), it is characterised in that compacting ground layer (1) Laid on laying composite geo-membrane damp-proof layer (3) on upper laying fine sand layer (2), fine sand layer (2), composite geo-membrane damp-proof layer (3) Laying is anti-on laying fibrous mesh cloth layer (5) on concrete hardening layer (4), concrete hardening layer (4), fiber mesh layer of cloth (5) Split screed (6).
2. a kind of indoor moisture proof cracking resistance earth construction according to claim 1, it is characterised in that described composite geo-membrane Damp-proof layer (3) includes the fibrous mesh cloth of common geomembrane and common geomembrane surface mount.
3. a kind of indoor moisture proof cracking resistance earth construction according to claim 1, it is characterised in that described fine sand layer (2) For 5-10mm.
4. a kind of indoor moisture proof cracking resistance earth construction according to claim 1, it is characterised in that described concrete hardening Layer (4) is 40-50mm.
CN201621457551.1U 2016-12-28 2016-12-28 A kind of indoor moisture proof cracking resistance earth construction Expired - Fee Related CN206337787U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621457551.1U CN206337787U (en) 2016-12-28 2016-12-28 A kind of indoor moisture proof cracking resistance earth construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621457551.1U CN206337787U (en) 2016-12-28 2016-12-28 A kind of indoor moisture proof cracking resistance earth construction

Publications (1)

Publication Number Publication Date
CN206337787U true CN206337787U (en) 2017-07-18

Family

ID=59304499

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621457551.1U Expired - Fee Related CN206337787U (en) 2016-12-28 2016-12-28 A kind of indoor moisture proof cracking resistance earth construction

Country Status (1)

Country Link
CN (1) CN206337787U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170718

Termination date: 20191228