CN201062388Y - Demoding-free light aggregate concrete cast-in-situs wall - Google Patents
Demoding-free light aggregate concrete cast-in-situs wall Download PDFInfo
- Publication number
- CN201062388Y CN201062388Y CNU2007201471816U CN200720147181U CN201062388Y CN 201062388 Y CN201062388 Y CN 201062388Y CN U2007201471816 U CNU2007201471816 U CN U2007201471816U CN 200720147181 U CN200720147181 U CN 200720147181U CN 201062388 Y CN201062388 Y CN 201062388Y
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- Prior art keywords
- wall
- light weight
- thin plate
- aggregate concrete
- weight aggregate
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Abstract
The utility model relates to a stay-in-place mould light-weight aggregate concrete cast-in-place wall, which comprises light-weight concrete thin plate moulds 1. A light aggregate concrete wall 2 is arranged between two thin plate moulds, steel strip nails 3 are arranged on the thin plate moulds and anchored into the light-weight aggregate concrete cast-in-place wall 2, the wall is equipped with a wall connecting bar at intervals to be extended into the beam slab of a main body structure to form the firm anchoring. The utility model has the advantages that the sound insulation and building insulating performance is good, the utility model belongs to the environmental protection product, during the construction, the demoulding and the decorative mortar application are avoided, the construction process is reduced, and the construction period and the cost are saved largely.
Description
Technical field
The utility model belongs to construction wall, particularly belongs to a kind of body of wall of exempting from form removal.
Prior art
Body of wall commonly used is to build brick cavity wall, Haydite bricks masonry, aerated blocks brick wall in construction work at present.Their shortcoming be lay bricks plastering process various, to carry out wet trade operation, long in time limit, and bury spool such as water power underground and must on metope, slot, after being in place, repair with cement mortar again spools such as water, electricity, communication, influenced the bulk strength of body of wall.
Summary of the invention
The utility model has proposed a kind of form removal light weight aggregate concrete cast-in-situ wall of exempting from order to overcome above-mentioned the deficiencies in the prior art.The technical scheme in the invention for solving the technical problem is: a kind of lightweight body of wall is provided, and it comprises light weight concrete construction thin plate template, light weight aggregate concrete body of wall, body of wall tension rib.This tension rib is firm with body of wall and major structure of construction drawknot.Light weight concrete construction thin plate template has and has undulatory tooth bar on the one side so that with light weight aggregate concrete body of wall in the inner chamber good adhesion stress is arranged.The steel row nail that on template, links this template and light weight aggregate concrete cast-in-situ wall every certain pitch arrangement.Carrying out the pre-buried of spool such as water power, communication before cast-in-place light weight aggregate concrete body of wall puts in place.After the light weight aggregate concrete body of wall has watered, stripping not, this template has become the ingredient of body of wall.Directly survive at plate face swabbing.The making of light weight concrete construction thin plate template can realize industrialization, mechanization large-scale production in factory.
Body of wall of the present utility model not only overcome spools such as strength of wall body is low, globality is poor, water power, communication bury underground inconvenience, sound insulation and insulation undesirable, finish building shortcoming such as also will plaster behind the wall, thereby and this cast-in-situ wall exempt from form removal and do not have plastering process that the construction period is shortened in a large number in decoration stage.Bind to agent structure, the body of wall in the building is also finished thereupon, and expectation can be saved duration 15%-20%, and the engineering of being completed in 2 years such as plan approximately can shift to an earlier date 3 months duration, has reached the saving duration, has saved artificial purpose.And make the safety of structure of building, exterior-wall heat insulation performance better, realized the state basic policy of national energy-conserving and environment-protective.Because the soundproof effect of this body of wall is fine, thereby improved the comfortableness in room.
Description of drawings
Fig. 1 is wall plane figure of the present utility model,
Fig. 2 is the described body of wall A-A of a Fig. 1 sectional drawing.
Wherein label declaration is:
1-light weight concrete construction thin plate template
2-light weight aggregate concrete body of wall
3-steel row nail
4-body of wall tension rib
5-building structure beam slab
The undulatory tooth bar of 6-
Specific embodiment: the utility model most preferred embodiment is described in detail in detail below in conjunction with accompanying drawing.
See also Fig. 1 to Fig. 2:
The both sides of this cast-in-situ wall are to be light weight aggregate concrete body of wall 2 between 1, two thin plate template of light weight concrete construction thin plate template, and the head and thin plate template 1 external surface one of steel row nail 3 are flat, have inwardly extend in the light weight aggregate concrete body of wall 2, and it plays the drawknot effect.The inner surface of thin plate template 1 has undulatory tooth bar 6, and it plays the effect of strengthening with light weight aggregate concrete body of wall 2 adhesion stresss.The anti-fiberglass gridding cloth that seals of one deck is respectively arranged on two surfaces of light weight concrete construction thin plate template 1, and the material of making sheet is to be made by certain match ratio mix by cement, flyash, lime, haydite, pearl rock sand, light weight sand, water and other additive.Body of wall tension rib 4 stretches into and forms reliable drawknot in the beam slab 5 of agent structure.
Claims (3)
1. exempt from form removal light weight aggregate concrete cast-in-situ wall for one kind, it is characterized in that: it comprises light weight concrete construction thin plate template (1), light weight aggregate concrete body of wall (2), body of wall tension rib (4) and steel row's nail (3), the both sides of this cast-in-situ wall are light weight concrete construction thin plate templates (1), between two thin plate templates light weight aggregate concrete body of wall (2), the head and thin plate template (1) external surface one of steel row's nail (3) are flat, inwardly extend in the light weight aggregate concrete body of wall (2), body of wall tension rib (4) stretches into the reliable drawknot of the middle formation of beam slab (5) of agent structure.
2. according to the described body of wall of claim 1, it is characterized in that: go up the steel row's nail (3) that links this template and cast-in-place light weight aggregate concrete body of wall every certain pitch arrangement in light weight concrete construction thin plate template (1).
3. according to the described body of wall of claim 2, it is characterized in that: on a surface of light weight concrete construction thin plate template (1), have undulatory tooth bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201471816U CN201062388Y (en) | 2007-04-22 | 2007-04-22 | Demoding-free light aggregate concrete cast-in-situs wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201471816U CN201062388Y (en) | 2007-04-22 | 2007-04-22 | Demoding-free light aggregate concrete cast-in-situs wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201062388Y true CN201062388Y (en) | 2008-05-21 |
Family
ID=39450759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201471816U Expired - Fee Related CN201062388Y (en) | 2007-04-22 | 2007-04-22 | Demoding-free light aggregate concrete cast-in-situs wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201062388Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888906A (en) * | 2012-10-18 | 2013-01-23 | 季学宏 | Embedded-type combined wall, and construction method of embedded-type combined wall |
| CN103015574A (en) * | 2012-12-27 | 2013-04-03 | 北京振利节能环保科技股份有限公司 | Form-removal-free cast-in-place light-weight insulated wall and construction method thereof |
| CN103061432A (en) * | 2010-04-21 | 2013-04-24 | 成都绿建科技有限公司 | Construction method of lightweight, energy-saving, heat preservation, and heat insulation nonbearing wall body |
| CN103243841A (en) * | 2013-05-22 | 2013-08-14 | 万保金 | Bilateral thermal insulating wall for building |
| CN104612286A (en) * | 2015-02-05 | 2015-05-13 | 张戈 | Foamed hollow wall |
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self heat insulation laminated shear wall structure and construction process |
| CN106164387A (en) * | 2014-05-16 | 2016-11-23 | 高范燮 | Mixing Korean style house and the modern building fabric of wooden house |
| CN106703288A (en) * | 2016-11-18 | 2017-05-24 | 湖南大学 | Manufacturing method of carbon fiber mesh composite board and concrete continuous beam |
| CN106760190A (en) * | 2016-11-18 | 2017-05-31 | 湖南大学 | Concrete simply supported beam and preparation method based on carbon fiber mesh composite board |
| CN108179837A (en) * | 2017-11-22 | 2018-06-19 | 福建瑞森新材料股份有限公司 | A kind of high-performance composite cement formwork free of demolition and its auxiliary plan |
| CN113738003A (en) * | 2021-09-16 | 2021-12-03 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
-
2007
- 2007-04-22 CN CNU2007201471816U patent/CN201062388Y/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061432A (en) * | 2010-04-21 | 2013-04-24 | 成都绿建科技有限公司 | Construction method of lightweight, energy-saving, heat preservation, and heat insulation nonbearing wall body |
| CN103061432B (en) * | 2010-04-21 | 2015-08-12 | 成都绿建科技有限公司 | The construction method of light energy-saving thermal insulation non-bearing wall body |
| CN102888906A (en) * | 2012-10-18 | 2013-01-23 | 季学宏 | Embedded-type combined wall, and construction method of embedded-type combined wall |
| CN102888906B (en) * | 2012-10-18 | 2015-08-12 | 季学宏 | A kind of mosaic assembled wall and construction method thereof |
| CN103015574B (en) * | 2012-12-27 | 2015-02-04 | 北京振利节能环保科技股份有限公司 | Form-removal-free cast-in-place light-weight insulated wall and construction method thereof |
| CN103015574A (en) * | 2012-12-27 | 2013-04-03 | 北京振利节能环保科技股份有限公司 | Form-removal-free cast-in-place light-weight insulated wall and construction method thereof |
| CN103243841A (en) * | 2013-05-22 | 2013-08-14 | 万保金 | Bilateral thermal insulating wall for building |
| CN106164387A (en) * | 2014-05-16 | 2016-11-23 | 高范燮 | Mixing Korean style house and the modern building fabric of wooden house |
| CN104612286A (en) * | 2015-02-05 | 2015-05-13 | 张戈 | Foamed hollow wall |
| CN104674987A (en) * | 2015-02-13 | 2015-06-03 | 南京工业大学 | Self heat insulation laminated shear wall structure and construction process |
| CN106703288A (en) * | 2016-11-18 | 2017-05-24 | 湖南大学 | Manufacturing method of carbon fiber mesh composite board and concrete continuous beam |
| CN106760190A (en) * | 2016-11-18 | 2017-05-31 | 湖南大学 | Concrete simply supported beam and preparation method based on carbon fiber mesh composite board |
| CN106703288B (en) * | 2016-11-18 | 2020-03-17 | 湖南大学 | Method for manufacturing carbon fiber grid composite plate concrete continuous beam |
| CN108179837A (en) * | 2017-11-22 | 2018-06-19 | 福建瑞森新材料股份有限公司 | A kind of high-performance composite cement formwork free of demolition and its auxiliary plan |
| CN113738003A (en) * | 2021-09-16 | 2021-12-03 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
| CN113738003B (en) * | 2021-09-16 | 2022-06-17 | 福州大学 | Easy-to-disassemble and assemble stainless steel-wood-lightweight concrete combined beam-slab system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090123 Address after: Hunan province Zhuzhou city Lusong District Long Wo Ping, zip code: 412000 Patentee after: Hunan Tianma new Mstar Technology Ltd Address before: Longgang District of Shenzhen City, Guangdong Province, Buji street baihexingcheng, room C-906, zip code: 518112 Patentee before: Liu Dongxuan |
|
| ASS | Succession or assignment of patent right |
Owner name: HUNAN TIANMAXIN MATERIAL TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: LIU DONGXUAN Effective date: 20090123 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080521 |