CN103088908A - Composite pouring light concrete structure - Google Patents
Composite pouring light concrete structure Download PDFInfo
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- CN103088908A CN103088908A CN2013100497452A CN201310049745A CN103088908A CN 103088908 A CN103088908 A CN 103088908A CN 2013100497452 A CN2013100497452 A CN 2013100497452A CN 201310049745 A CN201310049745 A CN 201310049745A CN 103088908 A CN103088908 A CN 103088908A
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Abstract
A composite pouring light concrete structure comprises reinforced concrete uprights, reinforced concrete beams, foamed concrete wall bodies, steel mashes and pre-buried binding reinforcing ribs, wherein the reinforced concrete uprights comprise external wall framework main uprights and transition uprights; the foamed concrete wall bodies comprise external wall foamed concrete wall bodies and the same inner wall foamed concrete wall bodies; the external wall framework main uprights and the transition uprights have the same pre-buried binding reinforcing ribs, the upper portions of the external wall framework main uprights and the transition uprights have the same reserved reinforcing steels, and the external wall foamed concrete wall bodies and the same inner wall foamed concrete wall bodies have the same steel mashes. The composite pouring light concrete structure has the advantages that hidden beams and embedded columns are arranged, integrity is good, seismic capacity is enhanced, no external wall insulation is needed, section size of reinforced concrete beam columns and foundation is shortened, and thereby lightening whole weight of a building, increasing using area, saving building materials, lowering building cost by 30 percents, and applying to both south and north with different climate.
Description
Technical field
The present invention relates to building field, especially a kind of composite concrete placement light concrete structure.
Background technology
At present, be to adopt reinforced concrete structure, brick mix structure in building field, no matter which kind of building structure, it exists globality poor, and 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 at cold area in north, and whole building weight is large, the blocked up usable floor area that causes of body of wall reduces, the 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 light concrete structure, this composite concrete placement light concrete structure not only can be applicable to the South and the North of Different climate and use, and can reach good integrity, shock resistance is strong, improves building safety, high insulating effect, need not exterior-wall heat insulation, reduce whole building weight, saved constructional materials, reduced building costs, and construction technology is simple, is applicable to the purpose 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 framework head tree and excessive column, foam concrete wall comprises exterior wall foam concrete wall and identical interior wall foam concrete wall, on exterior wall framework head tree and excessive column, identical pre-buried tie bar is arranged, exterior wall framework head tree and excessively column top identical reserved steel bar is arranged, in exterior wall foam concrete wall and identical interior wall foam concrete wall, identical gauze wire cloth is arranged, wherein identical reinforced concrete beam is built to coordinate with exterior wall framework head tree and excessive column and is consisted of framework, identical gauze wire cloth and exterior wall framework head tree and excessively the identical pre-buried tie bar on column be fixed, build foam concrete and consist of exterior wall foam concrete wall and identical interior wall foam concrete wall, described exterior wall framework head tree lateral surface has been built foam concrete, and be integrated with the exterior wall foam concrete wall, described exterior wall framework head tree cross section is 90 degree right angle types, described excessive column cross section is T shape, excessively the column cross section be rectangle and excessively the column cross section be cross.
the invention has the beneficial effects as follows, this composite concrete placement light concrete structure, hetermorphiscal column and short supported shear wall fit structure have been adopted, building external and internal wall and agent structure cast in situs are integral does not have the gap, dark beam sleeper, good integrity, increase shock resistance, improve building safety, need not exterior-wall heat insulation, also dwindled simultaneously the sectional dimension on reinforced concrete beam column and basis, thereby alleviated whole building weight, increased usable floor area, saved constructional materials, reduction building costs 30 percent left and right, the beam cross-section shape can be designed to different form according to the design concept of building, saving of work and time, the South and the North that is applicable to Different climate is used.
Description of drawings:
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 section structure enlarged drawing of Fig. 2;
Fig. 4 is the II section structure enlarged drawing of Fig. 2;
Fig. 5 is the III section structure enlarged drawing of Fig. 2;
Fig. 6 is the IV section structure enlarged drawing of Fig. 2;
The specific embodiment:
the specific embodiment of the invention is, with reference to Fig. 1, Fig. 2, take two floor room Stalls as example, it comprises reinforced concrete upright column, reinforced concrete beam, foam concrete wall, gauze wire cloth and pre-buried tie bar are with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4 Fig. 5, Fig. 6, reinforced concrete upright column comprise exterior wall framework 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 comprise exterior wall foam concrete wall 11 and the interior wall foam concrete wall identical with interior wall foam concrete wall 20, exterior 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 arranged, exterior wall framework 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 arranged at 24 tops, in exterior wall foam concrete wall 11 and the interior wall foam concrete wall identical with interior wall foam concrete wall 20, the gauze wire cloth identical with gauze wire cloth 21 arranged, wherein with reinforced concrete beam 3, 9 identical reinforced concrete beam and exterior wall framework head trees 10, 14, 23, 8 and excessive column 5, 6, 7, 12, 13, 15, 16, 17, 18, 19, 24 build cooperation consists of framework, the gauze wire cloth identical with gauze wire cloth 4 and exterior wall framework 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 are fixed, and build foam concrete and consist of 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 framework head tree 10, 14, 23, 8 lateral surfaces have been 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 framework head tree 10, 14, 23, 8 cross sections are 90 degree 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 shape, excessively column 5 cross sections be rectangle and excessively column 12 cross sections be cross, exterior wall framework head tree and excessively the column cross section also can be designed to polymorphic structure according to fabric structure, described composite concrete placement light concrete structure adopts first builds the 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, the after-pouring filled wall, can also adopt other conventional construction method to realize the present invention, this composite concrete placement light concrete structure is applicable to high level, multilayer, office building, civilian construction.
Claims (4)
1. composite concrete placement light concrete 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 framework head tree and excessive column, foam concrete wall comprises exterior wall foam concrete wall and identical interior wall foam concrete wall, on exterior wall framework head tree and excessive column, identical pre-buried tie bar is arranged, exterior wall framework head tree and excessively column top identical reserved steel bar is arranged, in exterior wall foam concrete wall and identical interior wall foam concrete wall, identical gauze wire cloth is arranged, wherein identical reinforced concrete beam is built to coordinate with exterior wall framework head tree and excessive column and is consisted of framework, identical gauze wire cloth and exterior wall framework head tree and excessively the identical pre-buried tie bar on column be fixed, build foam concrete and consist of exterior wall foam concrete wall and identical interior wall foam concrete wall.
2. a kind of composite concrete placement light concrete structure according to claim 1, it is characterized in that: described exterior wall framework head tree lateral surface has been built foam concrete, and is integrated with the exterior wall foam concrete wall.
3. a kind of composite concrete placement light concrete structure according to claim 1 is characterized in that: described exterior wall framework head tree cross section is 90 degree right angle types.
4. a kind of composite concrete placement light concrete structure according to claim 1 is characterized in that: described excessive column cross section be T shape, excessively the column cross section be rectangle and excessively the column cross section be cross.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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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 true CN103088908A (en) | 2013-05-08 |
CN103088908B CN103088908B (en) | 2015-09-09 |
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Cited By (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 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Cited By (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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