CN101041981A - Reinforcing bars building block short-limb masonry shear wall structure - Google Patents
Reinforcing bars building block short-limb masonry shear wall structure Download PDFInfo
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- CN101041981A CN101041981A CN 200710072160 CN200710072160A CN101041981A CN 101041981 A CN101041981 A CN 101041981A CN 200710072160 CN200710072160 CN 200710072160 CN 200710072160 A CN200710072160 A CN 200710072160A CN 101041981 A CN101041981 A CN 101041981A
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Abstract
The invention provides a reinforcing bar brick shearing wall, formed by a preformed anchor bar arranged on foundation or floor, a wall formed by concrete hollow bricks and irrigated corn concrete, and a concrete connecting beam, while the body/thickness ratio of the wall body is controlled at 5-8 as integral bearing wall, the horizontal grove and the horizontal ash slim of concrete brick contain horizontal steel bars, the holes of the concrete brick include upright steel bars, while the horizontal bars and the upright bars form a longitudinal-horizontal steel bar network, the upright holes and the horizontal groove are irrigated with concrete. The invention has high construction speed, saved steel bar, non template, and saved cost, while it can avoid contract crack and temperature crack, improve structural safety and shockproof ability.
Description
One, technical field
What the present invention relates to is a kind of bearing wall structure of building.
Two, background technology
Along with country cuts down the consumption of energy and implementation of sustainable development, being used for the clay solid brick material of load-bearing in the building is banned use of on a large scale, the constructional materials concrete hollow block becomes the emphasis of future development as an alternative, but the crack problem of ordinary concrete block masonry and cost problem become the distinct disadvantage of its instead of clay solid brick body of wall, and once are being subjected to building merchant's resistance.In this case, develop novel load-bearing stress system, fundamentally solving crack and construction cost problem becomes the structural key technology that present urgent need solves.
Three, summary of the invention
The object of the present invention is to provide a kind of speed of application fast, save reinforcing bar, without template, save engineering cost, can avoid occurring on the structure reinforcing bars building block short-limb masonry shear wall structure of material shrinkage crack and thermal cracking phenomenon.
The object of the present invention is achieved like this: it is by being arranged on reservation dowel on basis or the floor, being built into and building that the body of wall of core grouted concrete and concrete coupling beam form with concrete hollow block, the length depth ratio of wall limb is controlled at 5～8 assembled integral bearing wall structure, in the horizontal groove of concrete block He in the horizontal mortar joint, be provided with horizontal reinforcement, in the concrete block hole, be provided with vertical reinforcement, horizontal bar and vertical muscle are formed in length and breadth to steel mesh reinforcement, and build core grouted concrete in vertical hole and horizontal groove.
The present invention can also comprise some architectural features like this:
1, in hole, built core grouted concrete.
2, be laid with the reinforcing bar that links to each other with the body of wall steel mesh reinforcement in the concrete coupling beam.
3, described concrete hollow block is that hole ratio is not less than 40% diplopore building block.
4, described body of wall is the body of wall of length depth ratio between 5～8.
5, the cross sectional shape of described body of wall can be " one " font, " T " font, " L " type or " ten " font.
The present invention combines the masonry construction feature and the cast-in-situ concrete construction feature of concrete block masonry, formed the reinforcing bars building block short-limb masonry shear wall supporting member, combine with reinforced concrete floor, form novel bearing structural system, started brand-new a kind of new structure system for building multilayer and little high-story house, the distinguishing feature of this system is to adopt hole ratio to be not less than 40% diplopore concrete block masonry to become body of wall, and in hole arrangement of reinforcement and concreting, the assembled integral body of wall of length depth ratio between 5～8 that forms, its cross sectional shape can be " one " font, " T " font, " L " type, " ten " fonts etc. are shape easily.The present invention have speed of application fast, save reinforcing bar, without template, the advantage of saving engineering cost, avoided occurring on the structure appearance of material shrinkage crack and thermal cracking simultaneously, and improved the security performance and the shock resistance of structure by a relatively large margin.
Four, description of drawings
Accompanying drawing is wall reinforcement of the present invention and structural representation.
Five, the specific embodiment
For a more detailed description to the present invention for example below in conjunction with accompanying drawing:
Reinforcing bars building block short-limb masonry shear wall structure is formed and is comprised by being arranged on reservation dowel 1 on basis or the floor, using and build body of wall 2 and the concrete coupling beam 3 that concrete hollow block is built into by laying bricks or stones, in the horizontal groove of concrete block He in the horizontal mortar joint, be provided with horizontal reinforcement 4, be provided with vertical reinforcement 5 in the concrete block hole, horizontal bar and vertical muscle interconnect composition in length and breadth to steel mesh reinforcement.In hole, built special-purpose core grouted concrete.Be laid with the reinforcing bar that links to each other with the body of wall steel mesh reinforcement in the concrete coupling beam.Described concrete hollow block is that hole ratio is not less than 40% diplopore building block.Described body of wall is the body of wall of length depth ratio between 5～8.The cross sectional shape of described body of wall can be " one " font, " T " font, " L " type or " ten " font.
Sequence of construction of the present invention is: 1, reserve dowel on basis or floor; 2, build concrete holllow building block wall by laying bricks or stones, in horizontal groove He in the horizontal mortar joint, horizontal reinforcement is set simultaneously; 3, place vertical reinforcement, form in length and breadth to steel mesh reinforcement; 4, in hole, build special-purpose core grouted concrete; 5, coupling beam and ring beam template, assembling reinforcement, concreting are installed; 6, stripping forms the reinforcing bars building block short-limb masonry shear wall structure stress system.
Claims (6)
1, a kind of reinforcing bars building block short-limb masonry shear wall structure, it is by the reservation dowel that is arranged on basis or the floor, be built into and build that the body of wall of core grouted concrete and concrete coupling beam form with concrete hollow block, it is characterized in that: be that the length depth ratio of wall limb is controlled at 5～8 assembled integral bearing wall structure, in the horizontal groove of concrete block He in the horizontal mortar joint, be provided with horizontal reinforcement, in the concrete block hole, be provided with vertical reinforcement, horizontal bar and vertical muscle are formed in length and breadth to steel mesh reinforcement, and build core grouted concrete in vertical hole and horizontal groove.
2, reinforcing bars building block short-limb masonry shear wall structure according to claim 1 is characterized in that: built core grouted concrete in hole.
3, reinforcing bars building block short-limb masonry shear wall structure according to claim 2 is characterized in that: be laid with the reinforcing bar that links to each other with the body of wall steel mesh reinforcement in the concrete coupling beam.
4, reinforcing bars building block short-limb masonry shear wall structure according to claim 3 is characterized in that: described concrete hollow block is that hole ratio is not less than 40% diplopore building block.
5, reinforcing bars building block short-limb masonry shear wall structure according to claim 4 is characterized in that: described body of wall is the body of wall of length depth ratio between 5～8.
6, reinforcing bars building block short-limb masonry shear wall structure according to claim 5 is characterized in that: the cross sectional shape of described body of wall can be " one " font, " T " font, " L " type or " ten " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710072160 CN101041981A (en) | 2007-04-30 | 2007-04-30 | Reinforcing bars building block short-limb masonry shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710072160 CN101041981A (en) | 2007-04-30 | 2007-04-30 | Reinforcing bars building block short-limb masonry shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101041981A true CN101041981A (en) | 2007-09-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710072160 Pending CN101041981A (en) | 2007-04-30 | 2007-04-30 | Reinforcing bars building block short-limb masonry shear wall structure |
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| CN (1) | CN101041981A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101812880A (en) * | 2010-04-07 | 2010-08-25 | 湖南大学 | Multi-rowcore cast-in-place concrete heat-preservation shear wall |
| CN101818528A (en) * | 2010-04-07 | 2010-09-01 | 湖南大学 | Repairable reinforced building block wall system and construction method thereof |
| CN101818584A (en) * | 2010-04-29 | 2010-09-01 | 王智鑫 | Heat preservation, lightning protection and earthquake proofing house |
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| CN102155059A (en) * | 2010-11-29 | 2011-08-17 | 黄靓 | Multi-row hole thermal insulation building block reinforcing bar masonry wall system |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN103046669A (en) * | 2012-12-10 | 2013-04-17 | 北京工业大学 | Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method |
| CN104251039A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-reinforced concrete-steel beam mixed connecting beam and construction method thereof |
| CN105239698A (en) * | 2015-06-17 | 2016-01-13 | 盐城工学院 | Jointless brick wall and building method thereof |
| CN106930439A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | Masonry post shears wall lacing wire structure |
| CN108104367A (en) * | 2017-11-27 | 2018-06-01 | 深圳大学 | A kind of doubly-linked beam and its construction method |
| CN109809591A (en) * | 2019-02-19 | 2019-05-28 | 深圳市建筑设计研究总院有限公司 | Modular Hospital Sewage Treatment station |
| CN111485665A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Structure of light sandwich concrete masonry for cold area and construction method |
| CN111576880A (en) * | 2020-05-11 | 2020-08-25 | 武汉理工大学 | Assembling construction method for connecting beam of windowing hole superposed shear wall |
-
2007
- 2007-04-30 CN CN 200710072160 patent/CN101041981A/en active Pending
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| CN101812880A (en) * | 2010-04-07 | 2010-08-25 | 湖南大学 | Multi-rowcore cast-in-place concrete heat-preservation shear wall |
| CN101818528A (en) * | 2010-04-07 | 2010-09-01 | 湖南大学 | Repairable reinforced building block wall system and construction method thereof |
| CN101818584A (en) * | 2010-04-29 | 2010-09-01 | 王智鑫 | Heat preservation, lightning protection and earthquake proofing house |
| CN102155059A (en) * | 2010-11-29 | 2011-08-17 | 黄靓 | Multi-row hole thermal insulation building block reinforcing bar masonry wall system |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN103046669B (en) * | 2012-12-10 | 2015-04-29 | 北京工业大学 | Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method |
| CN103046669A (en) * | 2012-12-10 | 2013-04-17 | 北京工业大学 | Prefabricated high strength reinforced concrete shear wall with low strength energy dissipation strip and fabrication method |
| CN104251039A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-reinforced concrete-steel beam mixed connecting beam and construction method thereof |
| CN105239698A (en) * | 2015-06-17 | 2016-01-13 | 盐城工学院 | Jointless brick wall and building method thereof |
| CN106930439A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | Masonry post shears wall lacing wire structure |
| CN108104367A (en) * | 2017-11-27 | 2018-06-01 | 深圳大学 | A kind of doubly-linked beam and its construction method |
| CN108104367B (en) * | 2017-11-27 | 2023-09-22 | 深圳大学 | Double-connecting beam and construction method thereof |
| CN111485665A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Structure of light sandwich concrete masonry for cold area and construction method |
| CN109809591A (en) * | 2019-02-19 | 2019-05-28 | 深圳市建筑设计研究总院有限公司 | Modular Hospital Sewage Treatment station |
| CN111576880A (en) * | 2020-05-11 | 2020-08-25 | 武汉理工大学 | Assembling construction method for connecting beam of windowing hole superposed shear wall |
| CN111576880B (en) * | 2020-05-11 | 2021-09-03 | 武汉理工大学 | Assembling construction method for connecting beam of windowing hole superposed shear wall |
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