CN2388247Y - Cast-in-place concrete metal lath trabs - Google Patents

Cast-in-place concrete metal lath trabs Download PDF

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Publication number
CN2388247Y
CN2388247Y CN 98250256 CN98250256U CN2388247Y CN 2388247 Y CN2388247 Y CN 2388247Y CN 98250256 CN98250256 CN 98250256 CN 98250256 U CN98250256 U CN 98250256U CN 2388247 Y CN2388247 Y CN 2388247Y
Authority
CN
China
Prior art keywords
cast
net rack
steel wire
wire net
steel bar
Prior art date
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
CN 98250256
Other languages
Chinese (zh)
Inventor
冯葆纯
胡耀宗
赵承萱
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YILIDA LIGHT-WT HOUSE Co Ltd BEIJING
Original Assignee
YILIDA LIGHT-WT HOUSE Co Ltd BEIJING
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
Application filed by YILIDA LIGHT-WT HOUSE Co Ltd BEIJING filed Critical YILIDA LIGHT-WT HOUSE Co Ltd BEIJING
Priority to CN 98250256 priority Critical patent/CN2388247Y/en
Application granted granted Critical
Publication of CN2388247Y publication Critical patent/CN2388247Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a cast-in-place concrete steel wire net rack wall board. The cast-in-place concrete steel wire net rack wall board is composed of bilateral steel bar net pieces, fine steel wire nets attached on the inner side of a base, transverse short steel bars which are connected with the bilateral steel bar net pieces, a concrete sandwich layer poured in the middle of a made-up steel wire net rack, and cement mortar face layers smeared on the outer side of steel bar nets. Concrete poured in the middle of a steel bar net rack and cement mortar layers smeared on both sides of the steel bar net rack are firmly bond together with steel bar grids. The cast-in-place concrete steel wire net rack wall board can be conveniently and quickly installed at site without moulding boards. When the utility model is used, construction cost is saved, and quality is ensured, so the utility model has wide purposes.

Description

Cast-in-situ concrete steel wire net rack wallboard
The utility model relates to a kind of cast-in-situ concrete steel wire net rack wallboard, belongs to building material technology field.
Traditional materials for wall uses loam brick in a large number, and national wall changes policy for protecting farmland, and energy conservation has been forbidden loam brick, and materials for wall, particularly bearing wall material generally use cast-in-situ concrete, but have following weak point in construction at present.
(1) need wiretie at the construction field (site), and need to piece together the tower formation with a large amount of templates, the pouring concrete die cavity makes construction complicated again, and cost increases.
(2) die cavity of steel form formation, sidewall seals basically, and when fluid concrete, internal gas is difficult for overflowing, and causes the concrete leakiness, and construction need be vibrated, and when cast approached body of wall, the space was narrow, is not easy to the operation of vibrating.
(3), make the wall construction quality be difficult for seeing and look into, monitor because there is template support the body of wall both sides.In case occur could finding after the loose empty form removal, may cause the repairing even scrap of doing over again.
The purpose of this utility model is at above-mentioned weak point, design a kind of cast-in-situ concrete steel wire net rack wallboard, be mainly used in the interior body of wall of load-bearing of building, in factory, can produce steel wire net rack sheet material skeleton by batch, install at the scene, replace template, cast-in-place high flowability self-compacting concrete with steel wire mesh frame again, solidify the back and form the concrete bearing wallboard, this kind wallboard in construction saving of labor, material-saving, can reduce cost, ensure the quality of products.
The purpose of this utility model is that following proposal realizes: below in conjunction with Figure of description 1-2 scheme of the present utility model is described in detail:
The utility model cast-in-situ concrete steel wire net rack wallboard, form skeleton by the reinforced mesh (2,4) of both sides and the finer wire net (3,5) and the bar dowel (1) of reinforced mesh inboard, middle concrete sandwich layer (7) for sclerosis, the outside is cement screedn (6), be connected with spot welding between finer wire net (3,5) and the reinforced mesh (2,4), bar dowel (1) two ends are welded on the vertical reinforcement of reinforced mesh (2,4).
Reinforced mesh (2,4) is made by the reinforcing bar of diameter phi 2.5-φ 4mm.
Advantage of the present utility model:
(1) steel wire net rack can make earlier, in when construction, but cast on-site concrete sandwich layer (7) and smear cement sand bed (6), the scene is quick and easy for installation.Do not need a large amount of cast-in-place templates, reduced operating expenses.
(2) the cast-in-place steel wire net rack wallboard of the utility model mechanical property is good, and compressive strength can reach more than the 25MP, and whole anti-seismic performance is good.
(3) during casting concrete, air can be run out of from mesh, guaranteeing concrete compaction rate, and can observe directly the internal soundness of cast, is according to circumstances repaired, thereby has guaranteed the final mass of in-situ concrete wall.
(4) this kind wallboard can substitute for clay brick wall and other kind interior wall material, with its relatively, having can load-bearing, it is few to take building area, easy construction is ensured the quality of products, fully advantage such as fire prevention.
Description of drawings:
Fig. 1 is the drawing in side sectional elevation of the utility model cast-in-situ concrete steel wire net rack wallboard.
Fig. 2 is the rack perspective view of the utility model cast-in-situ concrete steel wire net rack wallboard.
Embodiment:
The used reinforced mesh of the utility model by diameter be φ 2.5-φ 4mm reinforcing bar anyhow vertically overlap joint be welded into the net sheet of rectangular mesh, size of mesh opening is 50-150mm * 50-150mm, the finer wire diameter of used finer wire net is φ 0.3-φ 0.5mm, mesh size is 3 * 3-8 * 8mm, horizontal bar dowel diameter phi 2.5-φ 4mm, length is 80-200mm, and concrete length is by the thickness of wall body decision of designing requirement.Every wallboard size can make wide 1.2m, and high 2.5-3.5m, thickness are the 80-200mm size.
In addition, according to the design needs, rack is middle also can be provided with reinforcing bar, this kind reinforcing bar is welded or ties up be fixed on the horizontal bar dowel (1), forms more firm space truss structure.The general configurable reinforcing bar that adds of highrise building, multistory building only need a small amount of configuration reinforcement, and low-rise building does not need configuration reinforcement.

Claims (2)

1, a kind of cast-in-situ concrete steel wire net rack wallboard, it is characterized in that: form skeleton by the reinforced mesh (2,4) of both sides and the finer wire net (3,5) and the bar dowel (1) of reinforced mesh inboard, middle concrete sandwich layer (7) for sclerosis, the outside is cement screedn (6), be connected with spot welding between finer wire net (3,5) and the reinforced mesh (2,4), bar dowel (1) two ends are welded on the vertical reinforcement of reinforced mesh (2,4).
2, cast-in-situ concrete steel wire net rack wallboard according to claim 1 is characterized in that described reinforced mesh (2,4), is made by the reinforcing bar of diameter phi 2.5-φ 4mm.
CN 98250256 1998-12-18 1998-12-18 Cast-in-place concrete metal lath trabs Expired - Fee Related CN2388247Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 98250256 CN2388247Y (en) 1998-12-18 1998-12-18 Cast-in-place concrete metal lath trabs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 98250256 CN2388247Y (en) 1998-12-18 1998-12-18 Cast-in-place concrete metal lath trabs

Publications (1)

Publication Number Publication Date
CN2388247Y true CN2388247Y (en) 2000-07-19

Family

ID=33994786

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 98250256 Expired - Fee Related CN2388247Y (en) 1998-12-18 1998-12-18 Cast-in-place concrete metal lath trabs

Country Status (1)

Country Link
CN (1) CN2388247Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100390359C (en) * 2005-10-17 2008-05-28 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
WO2009012660A1 (en) * 2007-07-26 2009-01-29 Shuhuan Wu A composite wall with steel bar and/or metal wire mesh and mortar on internal and external sides thereof and bonding construction method therefor to resist cracking
CN101307629B (en) * 2008-07-03 2010-06-02 雷现治 Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method
WO2010081278A1 (en) * 2008-12-30 2010-07-22 哈尔滨吴淑环建设工程技术研究有限公司 Construction composite heat preservation member
CN102080426A (en) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 Steel wire mesh autoclaved aerated concrete slab
CN102182317A (en) * 2011-03-18 2011-09-14 北京华美科博科技发展有限公司 Concrete spray steel mesh sandwich formwork cast-in-place shear wall construction method and shear wall
CN106592818A (en) * 2016-10-31 2017-04-26 史世英 Prefabricated shear wall and making method thereof
CN107700752A (en) * 2017-11-21 2018-02-16 刘成金 One kind exempts from template iron net concrete cast beam, post and its construction method
CN108684574A (en) * 2018-04-24 2018-10-23 郑州大智农牧科技有限公司 A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100390359C (en) * 2005-10-17 2008-05-28 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
WO2009012660A1 (en) * 2007-07-26 2009-01-29 Shuhuan Wu A composite wall with steel bar and/or metal wire mesh and mortar on internal and external sides thereof and bonding construction method therefor to resist cracking
CN101307629B (en) * 2008-07-03 2010-06-02 雷现治 Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method
WO2010081278A1 (en) * 2008-12-30 2010-07-22 哈尔滨吴淑环建设工程技术研究有限公司 Construction composite heat preservation member
CN102080426A (en) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 Steel wire mesh autoclaved aerated concrete slab
CN102182317A (en) * 2011-03-18 2011-09-14 北京华美科博科技发展有限公司 Concrete spray steel mesh sandwich formwork cast-in-place shear wall construction method and shear wall
CN106592818A (en) * 2016-10-31 2017-04-26 史世英 Prefabricated shear wall and making method thereof
CN107700752A (en) * 2017-11-21 2018-02-16 刘成金 One kind exempts from template iron net concrete cast beam, post and its construction method
CN108684574A (en) * 2018-04-24 2018-10-23 郑州大智农牧科技有限公司 A kind of livestock and poultry cultivation liquid dung processing high intensity interlock type concrete leakage dropping-board

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GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee