CN103088908B - Composite concrete placement lightweight concrete soil structure - Google Patents
Composite concrete placement lightweight concrete soil structure Download PDFInfo
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- CN103088908B CN103088908B CN201310049745.2A CN201310049745A CN103088908B CN 103088908 B CN103088908 B CN 103088908B CN 201310049745 A CN201310049745 A CN 201310049745A CN 103088908 B CN103088908 B CN 103088908B
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Abstract
A kind of composite concrete placement lightweight concrete soil structure, it comprises reinforced concrete upright column, reinforced concrete beam, foam concrete wall, gauze wire cloth and pre-buried tie bar, reinforced concrete upright column comprises exterior wall frame head tree and transition column, foam concrete wall comprises exterior wall foam concrete wall and identical interior wall foam concrete wall, exterior wall frame head tree and transition column there is identical pre-buried tie bar, identical reserved steel bar is arranged at exterior wall frame head tree and transition column top, exterior wall foam concrete wall has identical gauze wire cloth with in identical interior wall foam concrete wall, this composite concrete placement lightweight concrete soil structure, dark beam sleeper, good integrity, increase shock resistance, without the need to exterior-wall heat insulation, reduce the sectional dimension on reinforced concrete beam column and basis, thus alleviate whole building weight, add usable floor area, save constructional materials, reduce building costs about 30 percent, be applicable to the South and the North application of Different climate.
Description
Technical field
The present invention relates to building field, especially a kind of composite concrete placement lightweight concrete soil structure.
Background technology
At present, be adopt reinforced concrete structure, brick mix structure in building field, no matter which kind of building structure, there is globality difference in it, shock resistance is not strong, and building safety hidden danger is many, heat insulation, sound insulation, heat insulation effect is bad, especially must do exterior-wall heat insulation in cold area in north, and whole building weight is large, the blocked up usable floor area that causes of body of wall reduces, waste constructional materials, building costs is high, and the deficiency of complicated construction technique.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides a kind of composite concrete placement lightweight concrete soil structure, this composite concrete placement lightweight concrete soil structure not only can be applicable to the South and the North application of Different climate, and can good integrity be reached, shock resistance is strong, improves building safety, high insulating effect, without the need to exterior-wall heat insulation, reduce whole building weight, save constructional materials, reduce building costs, and construction technology is simple, is applicable to the object of the South and the North application of Different climate.
The technical scheme that the present invention solves its technical problem is, it comprises reinforced concrete upright column, reinforced concrete beam, foam concrete wall, gauze wire cloth and pre-buried tie bar, reinforced concrete upright column comprises exterior wall frame head tree and excessive column, foam concrete wall comprises exterior wall foam concrete wall and identical interior wall foam concrete wall, exterior wall frame head tree and excessive column there is identical pre-buried tie bar, identical reserved steel bar is arranged at exterior wall frame head tree and excessive column top, exterior wall foam concrete wall has identical gauze wire cloth with in identical interior wall foam concrete wall, wherein identical reinforced concrete beam is built to coordinate with exterior wall frame head tree and excessive column and is formed framework, identical gauze wire cloth and exterior wall frame head tree and the identical pre-buried tie bar on excessive column coordinate fixing, build foam concrete and form exterior wall foam concrete wall and identical interior wall foam concrete wall,
Described exterior wall frame head tree lateral surface has built foam concrete, and is integrated with exterior wall foam concrete wall;
Described exterior wall frame head tree cross section is 90 degree of right angle types;
Described excessive column cross section is T-shaped, excessive column cross section is rectangle and excessively column cross section is cross.
The invention has the beneficial effects as follows, this composite concrete placement lightweight concrete soil structure, have employed hetermorphiscal column and short supported shear wall fit structure, building external and internal wall and agent structure cast in situs is integral does not have gap, dark beam sleeper, good integrity, increase shock resistance, improve building safety, without the need to exterior-wall heat insulation, also reduce the sectional dimension on reinforced concrete beam column and basis simultaneously, thus alleviate whole building weight, add usable floor area, save constructional materials, reduce building costs about 30 percent, beam cross-section shape can be designed to different form according to the design concept of building, saving of work and time, be applicable to the South and the North application of Different climate.
Accompanying drawing illustrates:
The present invention is further described with reference to the accompanying drawings.
Fig. 1 is structure sectional plan view of the present invention;
Fig. 2 is the structure cutaway top view of Fig. 1;
Fig. 3 is the I portion schematic enlarged-scale view of Fig. 2;
Fig. 4 is the II portion schematic enlarged-scale view of Fig. 2;
Fig. 5 is the III portion schematic enlarged-scale view of Fig. 2;
Fig. 6 is the IV portion schematic enlarged-scale view of Fig. 2.
Detailed description of the invention:
The specific embodiment of the invention is, with reference to Fig. 1, Fig. 2, for two floor room Stalls, it comprises reinforced concrete upright column, reinforced concrete beam, foam concrete wall, gauze wire cloth and pre-buried tie bar, with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4 Fig. 5, Fig. 6, reinforced concrete upright column comprises exterior wall frame head tree 10, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, 24, with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4, foam concrete wall comprises exterior wall foam concrete wall 11 and identical interior wall foam concrete wall 20, wall framework head tree 10, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, the pre-buried tie bar identical with pre-buried tie bar 2 is had, exterior wall frame head tree 10 on 24, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, the reserved steel bar identical with reserved steel bar 1 is arranged at 24 tops, has the gauze wire cloth identical with gauze wire cloth 21, wherein with reinforced concrete beam 3 in exterior wall foam concrete wall 11 and the interior wall foam concrete wall identical with interior wall foam concrete wall 20, 9 identical reinforced concrete beams and exterior wall frame head tree 10, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, 24 build cooperation forms framework, the gauze wire cloth identical with gauze wire cloth 4 and exterior wall frame head tree 10, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, on 24 with pre-buried tie bar 2, 22 identical pre-buried tie bars coordinate fixing, build foam concrete and form exterior wall foam concrete wall 11 and the interior wall foam concrete wall identical with interior wall foam concrete wall 20, with reference to Fig. 1, Fig. 2, Fig. 5, described exterior wall frame head tree 10, 14, 23, 8 lateral surfaces have built foam concrete, and are integrated with exterior wall foam concrete wall 11, with reference to Fig. 1, Fig. 2, Fig. 5, described exterior wall frame head tree 10, 14, 23, 8 cross sections are 90 degree of right angle types, with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 6, described excessive column 13, 15, 16, 17, 18, 19, 24, 7 cross sections are T-shaped, excessive column 5 cross section is rectangle and excessive column 12 cross section is cross, exterior wall frame head tree and excessive column cross section also can be designed to polymorphic structure according to fabric structure, described composite concrete placement lightweight concrete soil structure adopts and first builds body frame trestle, form removal after-pouring filled wall, casting beams and floor again, also can adopt and first build main body frame beam column and floor, after-pouring filled wall, other conventional construction method can also be adopted to realize the present invention, this composite concrete placement lightweight concrete soil structure is applicable to high level, multilayer, office building, civilian construction.
Claims (3)
1. a composite concrete placement lightweight concrete soil structure, it comprises reinforced concrete upright column, reinforced concrete beam, foam concrete wall, gauze wire cloth and pre-buried tie bar, it is characterized in that: reinforced concrete upright column comprises exterior wall frame head tree and excessive column, foam concrete wall comprises exterior wall foam concrete wall and identical interior wall foam concrete wall, exterior wall frame head tree and excessive column there is identical pre-buried tie bar, identical reserved steel bar is arranged at exterior wall frame head tree and excessive column top, exterior wall foam concrete wall has identical gauze wire cloth with in identical interior wall foam concrete wall, wherein identical reinforced concrete beam is built to coordinate with exterior wall frame head tree and excessive column and is formed framework, identical gauze wire cloth and exterior wall frame head tree and the identical pre-buried tie bar on excessive column coordinate fixing, build foam concrete and form exterior wall foam concrete wall and identical interior wall foam concrete wall, described exterior wall frame head tree lateral surface has built foam concrete, and is integrated with exterior wall foam concrete wall.
2. a kind of composite concrete placement lightweight concrete soil structure according to claim 1, is characterized in that: described exterior wall frame head tree cross section is 90 degree of right angle types.
3. a kind of composite concrete placement lightweight concrete soil structure according to claim 1, is characterized in that: described excessive column cross section is T-shaped, excessive column cross section is rectangle and excessively column cross section is cross.
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CN201310049745.2A CN103088908B (en) | 2013-02-08 | 2013-02-08 | Composite concrete placement lightweight concrete soil structure |
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CN201310049745.2A CN103088908B (en) | 2013-02-08 | 2013-02-08 | Composite concrete placement lightweight concrete soil structure |
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CN103088908A CN103088908A (en) | 2013-05-08 |
CN103088908B true CN103088908B (en) | 2015-09-09 |
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CN201310049745.2A Expired - Fee Related CN103088908B (en) | 2013-02-08 | 2013-02-08 | Composite concrete placement lightweight concrete soil structure |
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Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104100024A (en) * | 2014-03-28 | 2014-10-15 | 杨玉生 | Non-bearing and field construction straw light wall with framework structure |
CN106703256A (en) * | 2017-02-28 | 2017-05-24 | 山东省建设发展研究院 | Non-load bearing foam concrete wall and aseismic structure |
CN112647620A (en) * | 2020-07-29 | 2021-04-13 | 安宜建设集团有限公司 | Cast-in-place foam concrete light steel keel composite wall structure and construction method thereof |
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CN201377121Y (en) * | 2009-02-16 | 2010-01-06 | 于占林 | Entirely-poured concrete house |
CN101624841A (en) * | 2008-07-11 | 2010-01-13 | 于占林 | Method for constructing one-time casting reinforced concrete building |
EP2189427A1 (en) * | 2008-11-19 | 2010-05-26 | 3D Termoház System Kft. | Lightweight concrete containing aggregates of cement-bonded foamed polystyrene, procedure of making the same and building structures made from this lightweight concrete |
CN101718113A (en) * | 2009-11-11 | 2010-06-02 | 北京航空航天大学 | Method for making shock-resistant and energy-dissipating framework by mixing resin concrete and reinforced concrete |
CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
CN203049776U (en) * | 2013-02-08 | 2013-07-10 | 于占林 | Composite pouring light-weight concrete structure |
-
2013
- 2013-02-08 CN CN201310049745.2A patent/CN103088908B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101624841A (en) * | 2008-07-11 | 2010-01-13 | 于占林 | Method for constructing one-time casting reinforced concrete building |
EP2189427A1 (en) * | 2008-11-19 | 2010-05-26 | 3D Termoház System Kft. | Lightweight concrete containing aggregates of cement-bonded foamed polystyrene, procedure of making the same and building structures made from this lightweight concrete |
CN201377121Y (en) * | 2009-02-16 | 2010-01-06 | 于占林 | Entirely-poured concrete house |
CN101718113A (en) * | 2009-11-11 | 2010-06-02 | 北京航空航天大学 | Method for making shock-resistant and energy-dissipating framework by mixing resin concrete and reinforced concrete |
CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
CN203049776U (en) * | 2013-02-08 | 2013-07-10 | 于占林 | Composite pouring light-weight concrete structure |
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Granted publication date: 20150909 Termination date: 20180208 |