CN2319470Y - Dense rib type compound wall board - Google Patents

Dense rib type compound wall board Download PDF

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Publication number
CN2319470Y
CN2319470Y CN 97242185 CN97242185U CN2319470Y CN 2319470 Y CN2319470 Y CN 2319470Y CN 97242185 CN97242185 CN 97242185 CN 97242185 U CN97242185 U CN 97242185U CN 2319470 Y CN2319470 Y CN 2319470Y
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CN
China
Prior art keywords
combined wall
wall board
reinforced concrete
beam column
wallboard
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 97242185
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Chinese (zh)
Inventor
姚谦峰
陈平
赵冬
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Xian University of Architecture and Technology
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Xian University of Architecture and Technology
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 Xian University of Architecture and Technology filed Critical Xian University of Architecture and Technology
Priority to CN 97242185 priority Critical patent/CN2319470Y/en
Application granted granted Critical
Publication of CN2319470Y publication Critical patent/CN2319470Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a dense rib type combined wall plate composed of a reinforced concrete beam column (1) and a filling block (2). When the combined wall plate is used as a bearing wall or a non-bearing wall, the structure sizes are different. Compared with a common brickwork body, the anti-shock strength of the utility model is enhanced by three times. The utility model has good heat insulation and heat insulating properties, thin wall, light weight and convenient manufacture, can be prefabricated in a factory and can also be fabricated in the field. The utility model can also be made into various solid combined wall plates which have different dimensions or the combined wall plates reserved with a door opening, a window opening or a door with the window opening according to the requirements of the engineering design.

Description

The close formula combined wall board that helps
The utility model relates to structural element, particularly the close formula combined wall board that helps that is combined as a whole of new construction and new material.
In order to change loam brick occupied dominant position in building masonry wall, the civil engineering worker carries out a large amount of exploratory developments both at home and abroad.At present, some light panel materials have been developed, as the big plate of flyash, light-duty building block etc.But, use and be subjected to certain limitation because its building materials consumption is big, energy-saving effect is poor, shock resistance is low, only is used for maintenance component mostly.The applicant participates in the CN-ZL91110668.5 of research, and name is called " manufacturing technique method of novel wall material " lattice plate light construction " ", discloses a kind of lattice plate of being made up of steel concrete and filling block.The advantage of this invention is to utilize industrial residue and light material, alleviates the building deadweight, improves the shock resistance of building.But be not actually used owing to providing necessary physical dimension, being difficult in the building operations.
The purpose of this utility model is to provide a kind of, close help formula combined wall board that can in practice use that form, that definite size is arranged by steel concrete and industrial residue or lightweight bulk.This combined wall board is stressed rationally, anti-seismic performance is strong, heat preservation and insulation is high.Both can be used for load bearing wall, also can be used for non.
Technical solution of the present utility model is achieved in that
The close formula combined wall board that helps is made up of reinforced concrete beam column (1) and filling block (2).Set filling block (2) earlier, mix reinforcing bar again, concreting is then promptly made the combined wall board of filling with light material in the reinforced concrete beam column grid cavity.When this combined wall board is made load bearing wall, wallboard thickness L 1Be 150~300mm, the section width L of reinforced concrete beam column framework (1) 2Be 80~150mm, spacing L 3Be 480~780mm, the section arrangement of reinforcement master muscle of this post-and-beam framing is 4 φ, 5~4 φ 8, and stirrup is φ 4, and spacing is 100~200mm; When making non, wallboard thickness L 1Be 150~200mm, the section width L of post-and-beam framing (1) 2Be 80~100mm, spacing L 3Be 600~780mm, main muscle is 4 φ, 5~4 φ 6, and stirrup is φ 4, and spacing is 200mm.Each reinforced concrete beam column (1) end is all left and is linked reinforcing bar (3).
When this combined wall board was made exterior wall, filling block (2) thickness was filled and led up with thermal insulation concrete (4) at post-and-beam framing (1) lower then than the big 20~30mm of reinforced concrete beam column framework (1) thickness.
The utility model compared with prior art has following beneficial effect:
1. the close formula combined wall board that helps improves 3 times than solid brick masonry shock strength, is with constructional column brick wall maximum load to improve 1.68 times, and deformability and shock resistance obviously are better than brick mix structure.According to the construction size difference, both can make bearing wall, can make non-bearing wall body again.
2. owing to adopt aerating silicic acid salt blocks, its coefficient of thermal conductivity λ=0.128th, the of porous brick coefficient of thermal conductivity λ=0.4~0.5 in the combined wall board in a large number.Calculate by 180 thick wallboards, its insulation, heat-proof quality are equivalent to 370 thick porous brick walls, and this index has reached the required standard of country about energy saving building.
3. the close every cubic meter of formula combined wall board that helps can consume industrial waste 0.5m such as pulverized slag coal ash 3, this has not only significantly reduced stacks the soil that waste residue takies, and has reduced environment pollution, and has turned waste into wealth, and has substituted loam brick, and per ten thousand square metres of buildings can be saved and be ploughed 1.2 mu.This is to protection land resources, and promoting the well-being of mankind has and far reaching significance.The general body of wall of its deadweight alleviates 30~40% simultaneously.
4. easy to make, both can be prefabricated in the factory, also can make at the scene.
5. the utility model also can be made into all kinds of combined wall boards that leave window opening, door opening or door band window opening.
Below in conjunction with accompanying drawing the utility model is described in further detail.
Fig. 1 is the structural representation of solid center sandwich wallboard.
Fig. 2 is the composite wallboard structure schematic diagram that window opening is arranged.
Fig. 3 is the composite wallboard structure schematic diagram that door opening is arranged.
Fig. 4 is a composite wallboard structure schematic diagram of band window opening.
Fig. 5 is the right pseudosection of solid wall plate when making exterior wall.
Description of reference numerals is as follows:
1-reinforced concrete beam column 2-silicate lock 3-links reinforcing bar 4-thermal insulation concrete layer 5-window opening 6-door opening 7-door band window opening
L 1-combined wall board thickness L 2-beam column section width L 3Spacing between the-beam column
Embodiment:
Combined wall board is made up of reinforced concrete beam column 1 and filling block 2, and wherein can to adopt with industrial slags, flyash etc. be the silicate lock that primary raw material is made to filling block, the also building block that can use other light material to make, as: the cement perlite piece.
The utility model both can be made into solid wall plate, also can be made into the wallboard of reserving window opening, door opening or door band window opening; Both load bearing wall can be made, also non can be made; Both interior wall can be made, also exterior wall can be made.
Example 1 is referring to Fig. 1.Is example with solid center sandwich wallboard as load bearing wall, and its manufacturing process is as follows:
At first by the construction work requirement, determine wallboard length, highly, again according to engineering design, determine thickness, beam column section width and the spacing dimension of combined wall board.The selected wallboard length of present embodiment is 3.3m, highly is 2.8m, thickness L 1=250mm, beam column section width L 2=100mm, spacing L 3=660mm.
(1) make cage of reinforcement, size on request on the level land, the preparation reinforcing bar, and put.The section arrangement of reinforcement master muscle of beam column is 4 φ 6, and stirrup is φ 4, and spacing is 150mm; Its end is left 100~200mm and is linked reinforcing bar 3;
(2) in the cavity of cage of reinforcement, put silicate lock 2, these building block 2 double as internal molds;
(3) put side form propping up of cage of reinforcement all around;
(4) with concrete pouring in crisscross cage of reinforcement;
(5) during prefabrication, can adopt general stream curing; When making at the scene, can natural maintenance.
(6) during form removal, take out combined wall board and can lift by crane installation.In construction, adopt between two combined wall boards to link reinforcing bar 3 colligations connection.
Example 2 is referring to Fig. 1.When solid center sandwich wallboard is made non, wallboard thickness L 1=150mm, the section width L of post-and-beam framing 2=80mm, spacing L 3=700mm, main muscle are 4 φ 5, and stirrup is φ 4, and spacing is 200mm.Preparation method is with example 1.
Example 3 is referring to Fig. 5.When combined wall board was made exterior wall, silicate lock 2 thickness were filled and led up with thermal insulation concrete 4 at this post-and-beam framing lower then than the big 25mm of reinforced concrete framework 1 thickness.Other manufacturing process is with example 1.
Example 4 is referring to Fig. 2, Fig. 3, Fig. 4.According to the door and window size of engineering design,, produce the combined wall board of reserving window opening 5, door opening 6 or door band window opening according to example 1 described method.

Claims (5)

1. multi-ribbed composite wallboard, form by reinforced concrete beam column (1) and filling block (2), set filling block (2) earlier, mix reinforcing bar again, fluid concrete then, promptly make the combined wall board of filling with light material in the reinforced concrete beam column grid cavity, it is characterized in that: physical dimension was not quite similar when combined wall board was made load bearing wall and made non; When making load bearing wall, wallboard thickness L 1Be 150~300mm, the section width L of reinforced concrete beam column framework (1) 2Be 80~150mm, spacing L 3Be 480~780mm, the section arrangement of reinforcement master muscle of this post-and-beam framing is 4 φ, 5~φ 8, and stirrup is φ 4, and spacing is 100~200mm; When this wallboard is made non, wallboard thickness L 1Be 150~200mm, the section width L of post-and-beam framing (1) 2Be 80~100mm, spacing L 3Be 600~780mm, main muscle is 4 φ, 5~4 φ 6, and stirrup is φ 4, and spacing is 200mm.
2. combined wall board according to claim 1 is characterized in that: reinforced concrete beam column (1) end is left and is linked reinforcing bar (3).
3. combined wall board according to claim 1 and 2, it is characterized in that: when this combined wall board is made exterior wall, filling block (2) thickness is filled and led up with thermal insulation concrete (4) at post-and-beam framing (1) lower then than the big 20~30mm of reinforced concrete beam column framework (1) thickness.
4. combined wall board according to claim 1 and 2 is characterized in that: wallboard length is 1.8~4.5m, highly is 2.8~3.6m.
5. combined wall board according to claim 1 and 2 is characterized in that: this combined wall board can be reserved window opening (5), door opening (6) or door band window opening (7).
CN 97242185 1997-12-12 1997-12-12 Dense rib type compound wall board Expired - Fee Related CN2319470Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 97242185 CN2319470Y (en) 1997-12-12 1997-12-12 Dense rib type compound wall board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 97242185 CN2319470Y (en) 1997-12-12 1997-12-12 Dense rib type compound wall board

Publications (1)

Publication Number Publication Date
CN2319470Y true CN2319470Y (en) 1999-05-19

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 97242185 Expired - Fee Related CN2319470Y (en) 1997-12-12 1997-12-12 Dense rib type compound wall board

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CN (1) CN2319470Y (en)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100386487C (en) * 2006-01-13 2008-05-07 姚谦峰 Multi-rib structure system and its connection construction method
CN101565976B (en) * 2009-06-01 2010-12-08 姚谦峰 Multi-ribbed composite wallboard outer insulation integrated technology and construction process thereof
CN101929216A (en) * 2010-08-10 2010-12-29 北京交通大学 Light-steel damping composite wallboard
CN103031906A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103031903A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103031904A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103290950A (en) * 2012-02-28 2013-09-11 杨新生 Frame beam and frame beam wall
CN103362234A (en) * 2012-04-06 2013-10-23 李向东 Construction method of filler wall
CN103669697A (en) * 2013-12-15 2014-03-26 王睿敏 Wall panel for reserved door and window openings for assembling integral buildings, and construction method thereof
CN105544849A (en) * 2015-12-09 2016-05-04 西安建筑科技大学 Assembly type composite wallboard based on XPS sandwich insulation treatment and preparation method thereof
CN105804275A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Wall for prefabricated cavity rib wallboard component assembling
CN105804235A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Wall for prefabricated wallboard component assembling
CN105839812A (en) * 2016-05-06 2016-08-10 湖南标迪夫节能科技有限公司 Self-thermal insulation wall assembled by prefabricated wallboard components
CN106193457A (en) * 2016-08-22 2016-12-07 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and installation method thereof
CN106320568A (en) * 2016-08-22 2017-01-11 北京迈瑞司建筑科技发展有限公司 Production method of multi-rib composite wallboard

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100386487C (en) * 2006-01-13 2008-05-07 姚谦峰 Multi-rib structure system and its connection construction method
CN101565976B (en) * 2009-06-01 2010-12-08 姚谦峰 Multi-ribbed composite wallboard outer insulation integrated technology and construction process thereof
CN101929216A (en) * 2010-08-10 2010-12-29 北京交通大学 Light-steel damping composite wallboard
CN103031906A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103031903A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103031904A (en) * 2011-10-10 2013-04-10 湖南华廷筑邦建材有限公司 Cast-in-place reinforced concrete thermal insulation wall
CN103290950A (en) * 2012-02-28 2013-09-11 杨新生 Frame beam and frame beam wall
CN103362234A (en) * 2012-04-06 2013-10-23 李向东 Construction method of filler wall
CN103669697A (en) * 2013-12-15 2014-03-26 王睿敏 Wall panel for reserved door and window openings for assembling integral buildings, and construction method thereof
CN103669697B (en) * 2013-12-15 2015-11-04 王睿敏 The wallboard of assembled integral reserved door and window mouth for building and construction method
CN105544849A (en) * 2015-12-09 2016-05-04 西安建筑科技大学 Assembly type composite wallboard based on XPS sandwich insulation treatment and preparation method thereof
CN105804275A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Wall for prefabricated cavity rib wallboard component assembling
CN105804235A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Wall for prefabricated wallboard component assembling
CN105839812A (en) * 2016-05-06 2016-08-10 湖南标迪夫节能科技有限公司 Self-thermal insulation wall assembled by prefabricated wallboard components
CN106193457A (en) * 2016-08-22 2016-12-07 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and installation method thereof
CN106320568A (en) * 2016-08-22 2017-01-11 北京迈瑞司建筑科技发展有限公司 Production method of multi-rib composite wallboard
CN106320568B (en) * 2016-08-22 2018-09-28 北京迈瑞司建筑科技发展有限公司 The production method of close rib composite wall board
CN106193457B (en) * 2016-08-22 2019-07-12 北京迈瑞司建筑科技发展有限公司 A kind of steel reinforcement cage and its installation method

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C19 Lapse of patent right due to non-payment of the annual fee
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