CN102787683A - Novel reinforced composite wall body of detachable template - Google Patents
Novel reinforced composite wall body of detachable template Download PDFInfo
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- CN102787683A CN102787683A CN2011101247898A CN201110124789A CN102787683A CN 102787683 A CN102787683 A CN 102787683A CN 2011101247898 A CN2011101247898 A CN 2011101247898A CN 201110124789 A CN201110124789 A CN 201110124789A CN 102787683 A CN102787683 A CN 102787683A
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- wall body
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Abstract
The invention relates to a novel reinforced composite wall body of a detachable template, belonging to the technical field of building structure engineering. The novel reinforced composite wall body of the detachable template mainly comprises a detachable outer template (1), a gypsum inner template (2), a steel bar truss (3), an inner support (4), and light concrete (5). The novel reinforced composite wall body of the detachable template is characterized in that a wall body skeleton is built by the detachable outer template (1), the gypsum inner template (2) and the steel bar truss (3); the steel support (4) is arranged inside the wall body skeleton, and a pouring hole (5) is preserved on the wall body template; the prefabricated wall body skeleton is lapped at the scene; and finally the light concrete (6) is poured. Compared with the common wall body, the novel composite wall body has the advantages of being low in construction cost and good in heat and sound insulation effects, capability of industrialization and being used for multiple times and being convenient to construct, energy-saving and environment-friendly and the like.
Description
Technical field
The present invention is a kind of novel reinforced detachable template combined wall, belongs to technical field of structural engineering.
Background technology
Current, the body of wall that steel building is commonly used is a blockwork, and this body of wall is owing to be the formula of building by laying bricks or stones; Good integrity; Insulate against sound, prevent that the rainwater osmotic effect is good, but also have certain shortcoming, as reaching present residence energy saving standard; Need perhaps need outside body of wall, dose one deck heat insulating material than thick wall body.In addition, blockwork needs the situ wet operation, and construction speed is slower, and the characteristics short with the steel structure system fabricated construction cycle, that efficient is high are inconsistent.
Novel reinforced detachable template combined wall combines technology such as detachable template, steel bar girder and interior steel support, has made full use of each member characteristic, can realize factory's industrialization production, and improve the body of wall anti-seismic performance, improves the building integral performance.This NEW TYPE OF COMPOSITE body of wall is compared with common body of wall, but has that cost is low, the effective industrialization of heat preservation and soundproof, be convenient to advantages such as construction, energy-conserving and environment-protective.
Summary of the invention
The object of the present invention is to provide a kind of novel reinforced detachable template combined wall, cost is low, heat preservation and soundproof is effective, strengthen the industrialization of building integral anti-seismic performance, repeatedly use, be convenient to advantages such as construction, energy-conserving and environment-protective but this body of wall has.
The novel reinforced detachable template combined wall that the present invention proposes is for building wall skeleton with detachable template (1) and gypsum inner formword (2) and steel bar girder (3) earlier; Steel is set in wall skeleton supports (4); And on wall form, reserve fill orifice (5); Prefabricated wall skeleton is overlapped at the scene, pour into a mould light weight concrete construction (6) at last.Comprehensive comparative analysis shows, adopts novel reinforced detachable template combined wall, not only can satisfy the normal requirement of using fully, but and because of industrialization production, repeatedly use, easy construction, cost is compared common body of wall scheme and will significantly be reduced.
Novel reinforced detachable template combined wall; It comprises that mainly detachable exterior sheathing (1), gypsum inner formword (2), steel bar girder (3), steel support (4), reserve fill orifice (5), foamed concrete (6), is characterized in that: build wall skeleton, (3) with detachable template and gypsum inner formword and steel bar girder earlier; Steel is set in wall skeleton supports (4); And on wall form, reserve fill orifice (5), and prefabricated wall skeleton is overlapped at the scene, pour into a mould light weight concrete construction (6) at last.Compare with traditional body of wall, the invention has the advantages that:
1) template is detachable, and is reusable;
2) the gypsum inner formword can make metope smooth, is convenient to wall surfacing;
3) support through steel in increasing, can strengthen the building integral anti-seismic performance;
4) but wall skeleton factory industrialization make;
5) cast-in-site light weight concrete construction is convenient to construction.
Description of drawings
Fig. 1 is the sectional view of the embodiment of the invention
Fig. 2 is the A-A sectional view of the embodiment of the invention
The specific embodiment:
Embodiment: earlier build wall skeleton with detachable template (1) and gypsum inner formword (2) and steel bar girder (3); Steel is set in wall skeleton supports (4); And on wall form, reserve fill orifice (5), and prefabricated wall skeleton is overlapped at the scene, pour into a mould light weight concrete construction (6) at last.
Claims (6)
1. novel reinforced detachable template combined wall; It comprises that mainly detachable exterior sheathing (1), gypsum inner formword (2), steel bar girder (3), steel support (4), reserve fill orifice (5), foamed concrete (6); It is characterized in that: earlier build wall skeleton with detachable template and gypsum inner formword and steel bar girder; (3), steel is set in wall skeleton supports (4), and on wall form, reserve fill orifice (5); Prefabricated wall skeleton is overlapped at the scene, pour into a mould light weight concrete construction (6) at last.
2. according to claims 1 described detachable exterior sheathing, it is characterized in that: said exterior sheathing can be a steel form, also can be wooden form and other forms of template.
3. according to claims 1 described novel reinforced detachable template combined wall, it is characterized in that: in the exterior sheathing the inside gypsum inner formword is set, the light weight concrete construction of gypsum inner formword and cast becomes one, and does not dismantle.
4. according to claims 1 described novel reinforced detachable template combined wall, it is characterized in that body of wall set inside steel supports, it can be reinforcing pull rod that steel supports, and also can be other forms of support.
5. according to claims 1 described novel reinforced detachable template combined wall, it is characterized in that wall skeleton is supported by steel and steel bar girder is formed.
6. according to claims 1 described novel reinforced detachable template combined wall, it is characterized in that the cast-in-site light weight concrete construction can be a foamed concrete, also can be other light weight concrete constructions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101247898A CN102787683A (en) | 2011-05-16 | 2011-05-16 | Novel reinforced composite wall body of detachable template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101247898A CN102787683A (en) | 2011-05-16 | 2011-05-16 | Novel reinforced composite wall body of detachable template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102787683A true CN102787683A (en) | 2012-11-21 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101247898A Pending CN102787683A (en) | 2011-05-16 | 2011-05-16 | Novel reinforced composite wall body of detachable template |
Country Status (1)
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| CN (1) | CN102787683A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334518A (en) * | 2013-06-25 | 2013-10-02 | 昆山生态屋建筑技术有限公司 | Self-locking device for inner core and outer molds of composite wall |
| CN104532990A (en) * | 2015-01-09 | 2015-04-22 | 肖宁海 | Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method |
| CN104631695A (en) * | 2015-01-09 | 2015-05-20 | 肖宁海 | Steel bar truss gypsum board, novel floor support plate and construction method of novel floor support plate |
| CN104806016A (en) * | 2014-01-28 | 2015-07-29 | 张允强 | Construction method of cast-in-situ gypsum compound insulation wall |
| CN106638957A (en) * | 2016-10-08 | 2017-05-10 | 西南科技大学 | Cold-formed thin-walled steel-structure house outer wall structure system |
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| JP2001515156A (en) * | 1997-09-02 | 2001-09-18 | トロバート，サルバトーレ | Improved mold for building walls |
| CN201024547Y (en) * | 2007-01-12 | 2008-02-20 | 杨建平 | Fiber cement board grouting wall |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
| CN101550736A (en) * | 2009-05-13 | 2009-10-07 | 顾小林 | Method for casting in-situ composite lightweight wall by detaching-free template and equipment thereof |
| CN201581522U (en) * | 2009-06-02 | 2010-09-15 | 筑巢（北京）科技有限公司 | Wall body with light steel structure |
| CN201649366U (en) * | 2010-02-10 | 2010-11-24 | 浙江杭萧钢构股份有限公司 | Steel-bar truss concrete grouting wall structure |
| CN201660986U (en) * | 2010-04-29 | 2010-12-01 | 江西创行高科股份有限公司 | Cast-in-place foam concrete composite wallboard |
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2011
- 2011-05-16 CN CN2011101247898A patent/CN102787683A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001515156A (en) * | 1997-09-02 | 2001-09-18 | トロバート，サルバトーレ | Improved mold for building walls |
| CN201024547Y (en) * | 2007-01-12 | 2008-02-20 | 杨建平 | Fiber cement board grouting wall |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
| CN101550736A (en) * | 2009-05-13 | 2009-10-07 | 顾小林 | Method for casting in-situ composite lightweight wall by detaching-free template and equipment thereof |
| CN201581522U (en) * | 2009-06-02 | 2010-09-15 | 筑巢（北京）科技有限公司 | Wall body with light steel structure |
| CN201649366U (en) * | 2010-02-10 | 2010-11-24 | 浙江杭萧钢构股份有限公司 | Steel-bar truss concrete grouting wall structure |
| CN201660986U (en) * | 2010-04-29 | 2010-12-01 | 江西创行高科股份有限公司 | Cast-in-place foam concrete composite wallboard |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334518A (en) * | 2013-06-25 | 2013-10-02 | 昆山生态屋建筑技术有限公司 | Self-locking device for inner core and outer molds of composite wall |
| CN104806016A (en) * | 2014-01-28 | 2015-07-29 | 张允强 | Construction method of cast-in-situ gypsum compound insulation wall |
| CN104532990A (en) * | 2015-01-09 | 2015-04-22 | 肖宁海 | Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method |
| CN104631695A (en) * | 2015-01-09 | 2015-05-20 | 肖宁海 | Steel bar truss gypsum board, novel floor support plate and construction method of novel floor support plate |
| CN106638957A (en) * | 2016-10-08 | 2017-05-10 | 西南科技大学 | Cold-formed thin-walled steel-structure house outer wall structure system |
| CN106638957B (en) * | 2016-10-08 | 2018-08-28 | 西南科技大学 | Cold formed steel structure external wall of house structural system |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121121 |