CN103452187B - Steel structure concrete internal-external thermal insulation integration module house - Google Patents
Steel structure concrete internal-external thermal insulation integration module house Download PDFInfo
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- CN103452187B CN103452187B CN201310457792.0A CN201310457792A CN103452187B CN 103452187 B CN103452187 B CN 103452187B CN 201310457792 A CN201310457792 A CN 201310457792A CN 103452187 B CN103452187 B CN 103452187B
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Abstract
The present invention is a kind of steel structure concrete internal-external thermal insulation integration module house, and steel column is connected with channel-section steel between (16), is connected with longitudinal shaped steel (10) and forms steel house skeleton between levels channel-section steel.Skeleton side is connected with insulation layer and sheet material.Concreting between relative channel-section steel and between the two-layer insulation layer of body of wall.Build in floor and beam body contact position and be full of space between beam body internal layer insulation layer (7) and channel-section steel and space the consecutive concrete of concrete between the channel-section steel relative with two between beam volume surrounding insulation layer (5) and channel-section steel.Building operations efficiency is higher, and the cycle is shorter, integralization structure after house concreting, has better capability and performance and longer application life, insulation layer and body of wall same life-span, and need not carry out cement conservation and anticorrosion of steel structure antirust treatment in construction.
Description
Technical field
The present invention relates to a kind of building, be specifically related to a kind of steel work and be combined with steel concrete, and the building of form insulation integration.
Background technology
Existing residential house, mainly comprises the building based on reinforced concrete structure and the building based on steel work.Based in the building construction of reinforced concrete structure, after building foundation completes, general first construction reinforced bar concrete frame, then fills fragment of brick in the frame, and at the side construction heat-insulating layer of brick wall, topping of finally constructing outside insulation layer.Its major defect is: the first, building operations program is complicated, and the amount of labour is large, long in time limit, produces a large amount of building waste, and is difficult to greatly realize strict quality control due to site operation amount.The second, the concrete of whole building body implements cast respectively in different construction part, and build rear mutual independence, be difficult to the overall sealing performance guaranteeing building, waterproof effect is poor.Three, need frequently, in enormous quantities to use template when constructing framework and coating cement, beam, post, plate need cement conservation, add construction cost and have impact on construction efficiency.Four, need atrial septum from, decorating inner and external walls and isothermal holding after main body construction, the house building cycle is longer, and construction cost improves further.Five, other isothermal holding is needed after wall construction; time has grown easy disengaging; ftracture, leak; complex operation on the one hand; long construction period, key issue is: later stage insulation layer can lose efficacy prior to body of wall usually, cannot ensure insulation layer and house same life-span; need in house use procedure often to repair insulation layer, to house, user makes troubles.
Based in the building of steel work, its steel work and extraneous contact, need anticorrosion, antirust treatment, in the area that long-term humidity is larger, such as coastal, rain-belt, even if through anticorrosion, antirust treatment, the acidic liquid in building environment and gas still can produce more serious erosion to steel work, cause house maintenance cost to improve, application life shortens.On the other hand, steel house is difficult to reach gratifying effect in sealing, insulation, sound insulation, antidetonation, fire prevention, waterproof.
Summary of the invention
The present invention aims to provide a kind of steel structure concrete internal-external thermal insulation integration module house, in order to overcome the existing defect based on structure of reinforced concrete house and the building based on reinforced concrete structure, technical problem to be solved is, building operations efficiency is higher, cycle is shorter, integralization structure after house concreting, there is better capability and performance and longer application life, insulation layer and body of wall same life-span, and cement conservation and anticorrosion of steel structure antirust treatment need not be carried out in construction.
In order to solve the problems of the technologies described above, present invention employs following technical scheme:
A kind of steel structure concrete internal-external thermal insulation integration module house, is characterized in that: comprise reinforced concrete foundation and bottom and be arranged on some steel columns as cylindrical steel structure skeleton on reinforced concrete foundation; Be connected with horizontal shaped steel between two root type steel column lower ends, be also connected with between two root type steel columns as beam body steel structure framework and the relative outside channel-section steel of opening and inner side channel-section steel, between two channel-section steels, leave the gap as concreting mouth; Between the beam body skeleton that horizontal shaped steel is adjacent and be connected to some longitudinal shaped steel of spaced and parallel setting between adjacent beams body skeleton; The arranged outside of longitudinal shaped steel has wall external layer insulation layer and is fixed on the wall outer side plate on wall external layer insulation layer lateral surface, and the inner side of longitudinal shaped steel is provided with body of wall internal layer insulation layer and is fixed on the body of wall interior plate on body of wall internal layer insulation layer lateral surface; The inside and outside both sides of longitudinal shaped steel respectively and the gap left between homonymy wall insulating layer for fluid concrete; Or the gap left between one of inside and outside both sides of longitudinal shaped steel and its homonymy wall insulating layer for fluid concrete, opposite side leans against on this side wall insulating layer; The arranged outside of outside channel-section steel has beam volume surrounding insulation layer and is fixed on the external side plate of beam on beam volume surrounding insulation layer lateral surface, and the inner side of inner side channel-section steel is provided with beam body internal layer insulation layer and is fixed on the beam body interior plate on beam body internal layer insulation layer lateral surface; Wherein between outside channel-section steel and beam volume surrounding insulation layer and inner side channel-section steel and have the gap left respectively between beam body internal layer insulation layer for fluid concrete; Side arranged outside outside steel column docks with beam body and body of wall has cylinder insulation layer and is fixed on the cylinder outer panel on cylinder insulation layer lateral surface; Between the channel-section steel of inside and outside both sides, between body of wall internal layer insulation layer and wall external layer insulation layer and between cylinder insulation layer and steel column, cement or concrete are built; Also comprise the floor being arranged on beam body upper end.
Preferably, longitudinal shaped steel is square tube, and within described square tube, to be cast with between the channel-section steel of inside and outside both sides cement or the consecutive cement of concrete or concrete.
Preferably, build in floor and beam body contact position and be full of space between beam body internal layer insulation layer and inner side channel-section steel and space the consecutive concrete of concrete between the channel-section steel relative with two of gap between the channel-section steel relative by two between beam volume surrounding insulation layer and outside channel-section steel.
Preferably, leave between longitudinal shaped steel and wall insulating layer in the gap of fluid concrete, be provided with root and be fixed on longitudinal shaped steel for supporting homonymy wall insulating layer or for supporting and connecting the bracing frame of homonymy wall insulating layer.
Preferably, outside channel-section steel is by bracing frame tie-beam volume surrounding insulation layer, and inner side channel-section steel is also by bracing frame tie-beam body internal layer insulation layer.
Preferably, steel column connects cylinder insulation layer by bracing frame.
Preferably, between the outside channel-section steel that opening is relative and inner side channel-section steel, there is connector.
Preferably, reinforcing bar is connected with between adjacent longitudinal shaped steel.
Good effect of the present invention is:
The first, compare with conventional steel construction; the concrete cladding steel structure of integrated casting of the present invention; whole building is made to have better sealing, water resistance and better insulation, sound insulation, waterproof, anti seismic efficiency; and can great deal of steel be saved, on the other hand, because steel work is by concrete protective; steel work not with extraneous contact; need not carry out anticorrosion, antirust treatment and have better decay resistance, cement insulation plate is wrapped in middle by the impact of temperature, and the life-span is longer.
The second, integrated template heat-insulating wall plate of the present invention, cylinder plate, beam body plate etc. all can adopt batch production manufacture, joint connection in site concreting is installed, not only have quick for installation, the outstanding feature of saving of work and time, factorial construction can be realized, do not produce building waste, and quality control of being more convenient for.
Three, eliminate template in construction, and wallboard used, floor are insulation, waterproof, fire prevention, sound insulation module integration, reduce further construction cost and improve construction efficiency, warming plate and steel construction piece play the effect of permanent template.
Four, because concrete is between sheet material, eliminate concrete curing operation, further increase construction efficiency.
Five, inner-outer wall, Liang Ti, cylinder all self, with insulation layer, do not need to do isothermal holding in addition, insulation layer and body of wall same life-span.
Six, because steel work is completely coated by concrete, when there is the condition of a fire, between each position, heat conduction is slower, and building has better fireproof performance.
Accompanying drawing explanation
Fig. 1 is the structural representation of body of wall and beam body in the embodiment of the present invention.
Fig. 2 is the skeleton schematic diagram of body of wall in the embodiment of the present invention, cylinder and beam body.
Fig. 3 is the structural representation of body of wall and cylinder in the embodiment of the present invention.。
Fig. 4 is the structural representation of embodiment of the present invention middle column body and beam body.
Detailed description of the invention
Implement to further illustrate the present invention below in conjunction with accompanying drawing and construction sequence.
Embodiments of the invention comprise reinforced concrete foundation and bottom and are arranged on some root type steel columns 16 on reinforced concrete foundation, and described steel column 16 is hollow steel column, i iron or channel-section steel, and surrounding is all welded with reinforcing bar rivet 14.
As Fig. 2, horizontal shaped steel 15 is connected with between two root type steel column 16 lower ends, also be connected with as two openings of beam body skeleton relative outside channel-section steel 6-1 and inner side channel-section steel 6-2 between two root type steel columns 16, be welded with rivet 14 outside channel-section steel, leave certain interval and outside between two channel-section steels as cement or concreting mouth; Some longitudinal shaped steel 10 of spaced and parallel setting are connected with between adjacent beams body skeleton.Between the outside channel-section steel that opening is relative and inner side channel-section steel, there is connector 19.
As Fig. 1,3, reinforcing bar interconnection is used between longitudinal shaped steel 10, the arranged outside of described longitudinal shaped steel 10 has wall external layer insulation layer 2 and the wall outer side plate 1 be fixed on wall external layer insulation layer 2 lateral surface, and the inner side of longitudinal shaped steel 10 is provided with body of wall internal layer insulation layer 12 and the body of wall interior plate 13 be fixed on body of wall internal layer insulation layer 12 lateral surface.
Wherein the inside and outside both sides of longitudinal shaped steel 10 respectively and the gap left between homonymy wall insulating layer for fluid concrete; Or the gap left between one of inside and outside both sides of longitudinal shaped steel 10 and its homonymy wall insulating layer for fluid concrete, opposite side leans against on this side wall insulating layer, as shown in Figure 1.
The utility model is preferably: leave between longitudinal shaped steel 10 and wall insulating layer for the gap of fluid concrete in be provided with root and be fixed on bracing frame 3 on longitudinal shaped steel 10, bracing frame 3 is for supporting homonymy wall insulating layer or for supporting and connecting homonymy wall insulating layer.Cement or the concrete 9 of coated longitudinal shaped steel 10 is built between body of wall internal layer insulation layer 12 and wall external layer insulation layer 2.In the scheme having bracing frame 3, cement or concrete 9 be coated bracing frame 3 also.
Preferably, reinforcing bar is connected with by cross-connection system between adjacent longitudinal shaped steel 10.
Longitudinal shaped steel 10 of the present invention is preferably square tube.And within square tube, be cast with cement or concrete 9.
In order to increase connection fastness, embodiments of the invention also comprise respectively by bolt 11 that bracing frame 3, body of wall internal layer insulation layer 12 and body of wall interior plate 13 three link together.Also for ease of to increase and connect fastness, embodiments of the invention also comprise respectively by bracing frame 3, the bolt 11 that has wall external layer insulation layer 2 and wall outer side plate 1 three to link together or both bracing frame 3 and wall external layer insulation layer 2 are linked together.Be connected by rivet 14 between bracing frame 3 with longitudinal shaped steel 10.
The arranged outside of outside channel-section steel 6-1 has beam volume surrounding insulation layer 5 and the external side plate 4 of beam be fixed on beam volume surrounding insulation layer 5 lateral surface, and the inner side of inner side channel-section steel 6-2 is provided with beam body internal layer insulation layer 7 and the beam body interior plate 8 be fixed on beam body internal layer insulation layer 7 lateral surface.Between outside channel-section steel 6-1 and beam volume surrounding insulation layer 5 and inner side channel-section steel 6-2 and having between beam body internal layer insulation layer 7 leave respectively for casting cement or concrete gap.
Preferred scheme is: outside channel-section steel 6-1 also passes through bracing frame 3 tie-beam body internal layer insulation layer 7 by bracing frame 3 tie-beam volume surrounding insulation layer 5, inner side channel-section steel 6-2.Casting cement or concrete 9 from top to bottom, and cement or concrete are full of continuously in wall, beam inside.
As Fig. 3,4, the cylinder outer panel 18 that the side arranged outside outside steel column 16 docks with beam body and body of wall has cylinder insulation layer 17 and is fixed on cylinder insulation layer 17 lateral surface.Cement or concrete 9 has been built between cylinder insulation layer 17 and steel column 16.When steel column 16 is tubing, its inside also needs casting cement or concrete.
Preferred scheme is: steel column 16 connects cylinder insulation layer 17 by bracing frame 3.
Bracing frame 3 is preferably the metal side tube of upper and lower both ends open.
Embodiments of the invention also comprise the floor being arranged on beam body upper end.Preferably build in floor and beam body contact position and be full of space between beam body internal layer insulation layer 7 and channel-section steel and space cement between the channel-section steel that between the channel-section steel relative by two, gap is relative with two or the consecutive cement of concrete or concrete between beam volume surrounding insulation layer 5 and channel-section steel.
The present invention also can also comprise and is disposablely embedded in combined socket and switch in body of wall and netting twine.
Claims (8)
1. a steel structure concrete internal-external thermal insulation integration module house, is characterized in that: comprise reinforced concrete foundation and bottom and be arranged on some steel columns as cylindrical steel structure skeleton (16) on reinforced concrete foundation; Horizontal shaped steel (15) is connected with between two root type steel column (16) lower ends, also be connected with as beam body steel structure framework between two root type steel columns (16) and the relative outside channel-section steel (6-1) of opening and inner side channel-section steel (6-2), between two channel-section steels, leave the gap as concreting mouth; Between the beam body skeleton that horizontal shaped steel (15) is adjacent and be connected to some longitudinal shaped steel (10) of spaced and parallel setting between adjacent beams body skeleton; The arranged outside of longitudinal shaped steel (10) has wall external layer insulation layer (2) and is fixed on the wall outer side plate (1) on wall external layer insulation layer (2) lateral surface, and the inner side of longitudinal shaped steel (10) is provided with body of wall internal layer insulation layer (12) and is fixed on the body of wall interior plate (13) on body of wall internal layer insulation layer (12) lateral surface; The inside and outside both sides of longitudinal shaped steel (10) respectively and the gap left between homonymy wall insulating layer for fluid concrete; Or the gap left between one of inside and outside both sides of longitudinal shaped steel (10) and its homonymy wall insulating layer for fluid concrete, opposite side leans against on this side wall insulating layer; The arranged outside in outside channel-section steel (6-1) has beam volume surrounding insulation layer (5) and is fixed on the external side plate of beam (4) on beam volume surrounding insulation layer (5) lateral surface, and the inner side of inner side channel-section steel (6-2) is provided with beam body internal layer insulation layer (7) and is fixed on the beam body interior plate (8) on beam body internal layer insulation layer (7) lateral surface; Wherein between outside channel-section steel (6-1) and beam volume surrounding insulation layer (5) and inner side channel-section steel (6-2) and have the gap left respectively between beam body internal layer insulation layer (7) for fluid concrete; Side arranged outside outside steel column (16) docks with beam body and body of wall has cylinder insulation layer (17) and is fixed on the cylinder outer panel (18) on cylinder insulation layer (17) lateral surface; Cement or concrete (9) has been built between the channel-section steel of inside and outside both sides, between body of wall internal layer insulation layer (12) and wall external layer insulation layer (2) and between cylinder insulation layer (17) and steel column (16); Also comprise the floor being arranged on beam body upper end.
2. the steel structure concrete internal-external thermal insulation integration module house of building as claimed in claim 1, it is characterized in that: longitudinal shaped steel (10) is square tube, and within described square tube, to be cast with between the channel-section steel of inside and outside both sides cement or the consecutive cement of concrete or concrete (9).
3. steel structure concrete internal-external thermal insulation integration module house as claimed in claim 1, is characterized in that: build in floor and beam body contact position and be full of space between beam body internal layer insulation layer (7) and inner side channel-section steel (6-2) and between beam volume surrounding insulation layer (5) and outside channel-section steel (6-1), the consecutive concrete of concrete between the channel-section steel relative with two of gap between two relative channel-section steels is also passed through in space.
4. the steel structure concrete internal-external thermal insulation integration module house as described in claim 1 or 2 or 3, it is characterized in that: leave between longitudinal shaped steel (10) and wall insulating layer in the gap of fluid concrete, be provided with root and be fixed on longitudinal shaped steel (10) for supporting homonymy wall insulating layer or for supporting and connecting the bracing frame (3) of homonymy wall insulating layer.
5. the steel structure concrete internal-external thermal insulation integration module house of the building as described in claim 1 or 2 or 3, it is characterized in that: outside channel-section steel (6-1) is by bracing frame (3) tie-beam volume surrounding insulation layer (5), and inner side channel-section steel (6-2) is also by bracing frame (3) tie-beam body internal layer insulation layer (7).
6. the steel structure concrete internal-external thermal insulation integration module house of the building as described in claim 1 or 2 or 3, is characterized in that: steel column (16) connects cylinder insulation layer (17) by bracing frame (3).
7. the steel structure concrete internal-external thermal insulation integration module house of the building as described in claim 1 or 2 or 3, is characterized in that: have connector (19) between the outside channel-section steel (6-1) that opening is relative and inner side channel-section steel (6-2).
8. the steel structure concrete internal-external thermal insulation integration module house of the building as described in claim 1 or 2 or 3, is characterized in that: be connected with reinforcing bar between adjacent longitudinal shaped steel (10).
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| CN201310457792.0A CN103452187B (en) | 2013-09-30 | 2013-09-30 | Steel structure concrete internal-external thermal insulation integration module house |
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| CN201310457792.0A CN103452187B (en) | 2013-09-30 | 2013-09-30 | Steel structure concrete internal-external thermal insulation integration module house |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110499824A (en) * | 2019-08-02 | 2019-11-26 | 张龙寿 | A kind of steel construction building method |
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| CN109056774B (en) * | 2018-09-21 | 2024-01-30 | 苏州光彩建筑钢品有限公司 | Wall foundation structure of integrated steel type house |
| CN109779009A (en) * | 2019-03-21 | 2019-05-21 | 孔祥利 | Assembled architecture ecological house and construction method |
| CN110258865A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of wall body structure of integrated house |
| CN110318543A (en) * | 2019-07-11 | 2019-10-11 | 甘肃路桥宏盛房屋建筑安装工程有限公司 | The building construction method that integration pours |
| CN111502060B (en) * | 2020-03-23 | 2021-05-25 | 中建五局第三建设有限公司 | Ski field heat insulation structure with cavity structure and construction method |
| CN112900843B (en) * | 2021-01-25 | 2022-03-04 | 廊坊市勤创建筑材料科技有限公司 | Construction method of wall body of heat preservation formwork with fixing frame |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR100412160B1 (en) * | 1999-04-24 | 2003-12-31 | 주식회사 기하 동문 건축사사무소 | Structure of steel aggregate for concrete building |
| CN101089305B (en) * | 2007-07-16 | 2010-11-03 | 南京东荣联自保温房屋技术发展有限公司 | Self thermal insulation concrete inner frame house structure system |
| CN201347582Y (en) * | 2008-06-30 | 2009-11-18 | 曾庆胜 | Building dismantling-free formwork |
| CN102493548A (en) * | 2011-11-22 | 2012-06-13 | 中国建筑技术集团有限公司 | Steel structure concrete structure system and construction method thereof |
| CN103225360A (en) * | 2012-01-29 | 2013-07-31 | 吴淑环 | Light and heat insulation roof board or floor slab |
| CN203475600U (en) * | 2013-09-30 | 2014-03-12 | 烟台金田科技有限公司 | Steel-structure concrete inside and outside heat-preservation integrated module-built house |
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| CN110499824A (en) * | 2019-08-02 | 2019-11-26 | 张龙寿 | A kind of steel construction building method |
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