CN102174858A - Fully-fabricated building system with grid steel structure - Google Patents
Fully-fabricated building system with grid steel structure Download PDFInfo
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- CN102174858A CN102174858A CN2011100672081A CN201110067208A CN102174858A CN 102174858 A CN102174858 A CN 102174858A CN 2011100672081 A CN2011100672081 A CN 2011100672081A CN 201110067208 A CN201110067208 A CN 201110067208A CN 102174858 A CN102174858 A CN 102174858A
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Abstract
The invention discloses a fully-fabricated building system with a grid steel structure. The system comprises wall plates, a floor plate and load bearing combination columns, wherein each wall plate comprises a grid steel frame and gelatine powder granular layers pressed on the two side faces of the grid steel frame in a casting way; both ends of the wall plate are provided with a bulged clamping head; a door opening is formed on the wall plate on one side; each load bearing combination column comprises a connecting column and a gelatine powder granular layer; the gelatine powder granular layer is arranged adjacent to the outer side at the periphery of the connecting column through press casting to make the cross section of the load bearing combination column rectangular; slots matched with clamping heads at the two ends of the wall plate are formed on two, three or four side faces of the load bearing combination column; the wall plates are clamped together through the load bearing combination columns to form a building; and the floor plate is arranged on the top surfaces of the wall plates. The fully-fabricated building system with the grid steel structure has an environment-friendly building structure which has light weight and is heat-preserving, sound-proof, fire-resistant, rust-proof, load-bearing and quake-proof, has high construction efficiency, saves labor hours, has small construction floor area, does not have dust in a site environment and contributes to civilized construction.
Description
Technical field
The present invention relates to building field, relate in particular to the full prefabricated building system of a kind of lattice steel structure.
Background technology
House of the prior art, be to pile up to build by concrete, reinforcing bar or brick to form mostly, to consume great deal of raw materials when not only building, and building implements that need be a large amount of, waste time and energy, the cost height, and can bring serious air and noise pollution to surrounding environment when building, and various raw-material long-term stackings also influence the appearance of the city, also may hinder the unimpeded of road.In addition, even more serious is, wastes time and energy too when the house will be removed, and waste and old building materials much can't utilize once more, cause waste, become building waste, contaminated environment.
Summary of the invention
The present invention is intended to overcome the deficiency that above prior art exists, provide a kind of construction period short, cost is lower, the full prefabricated building system of lattice steel structure of building materials recycling.
Technical solution problem of the present invention adopts following technical scheme:
The full prefabricated building system of a kind of lattice steel structure comprises wallboard, floor and load-bearing coupled column; Described wallboard comprises that grid steel framework and casting are pressed on the rubber powder granule layer of two sides of grid steel framework, and the two ends of described wallboard are respectively arranged with the dop of projection, and a framed side wallboard is provided with door opening; Described load-bearing coupled column comprises joint pin and rubber powder granule layer, described rubber powder granule layer compresses the setting of adjacent joint pin periphery by casting, and to make load-bearing coupled column cross section be rectangle, and two or three or four sides of load-bearing coupled column are provided with the draw-in groove that matches with wallboard two ends dop; Wallboard is connected together by the load-bearing coupled column and is combined into the house; Described floor is arranged on the end face of wallboard.
Further, described floor comprises grid steel framework, grid arrangement of reinforcement, layer of concrete and rubber powder granule layer, grid steel framework and grid arrangement of reinforcement are close to setting up and down, and casting is provided with layer of concrete on the grid steel framework, and casting is pressed one deck rubber powder granule layer is set below the grid arrangement of reinforcement; Between grid arrangement of reinforcement and rubber powder granule layer, be provided with floor heating pipe.
Further, the dop of described wallboard two ends projection is arc dop or rectangle dop.
Further, the full prefabricated building system of described lattice steel structure be multilayer many between, layer with layer between load-bearing group post be connected by flange.
Further, a house has a wallboard to be provided with window.
Further, the thickness of described wallboard is 10～35 centimetres.
Beneficial effect of the present invention is as follows: the full prefabricated building system of lattice steel structure of the present invention is the Green environmental-protection building structure that integrates lightweight, insulation, sound insulation, fire-resistant, antirust, load-bearing, antidetonation.The height of wallboard is the height in room, and thickness (10 to 35 centimetres) can satisfy different energy-conservation requirements.Length is the distance between two coupled columns.Length, height and thickness can be decided according to the actual requirements, and lying in a horizontal plane on the interior exterior wall of load-bearing promptly is that roofing is again the roof.Every layer combination load-bearing pillar height is the thickness that the height of wallboard adds floor, length and width are the thickness of inside and outside wall board, the height basis of monolithic architecture is the total height of load-bearing coupled column with the distance of top layer, same position on each coupled column house, can make up on the load-bearing pillar at each and cooperate butt joint with the wallboard male and female, laterally connect one to four, the lattice steel in-out-snap integral wall that contains crossbeam mullion function, last lower flange is connected to each other by high-strength bolt to be fixed, form big or small multicolumn and can resist the whole steel work of various distortion, but the full prefabricated building system of lattice steel structure of the present invention building block system assembles fast, be fit to general industrial. commerce. office. with civilian construction, be beneficial to and realize industrial intensive farming production, the requirement of large-scale production circulation; Environmental protection saves land: this production raw material can be used waste and old granular polystyrene, helps eliminating white pollution, and manufacturing process does not have three wastes generation, and it will save land energy-conservation, water saving, and irreplaceable effect is being brought into play in the material-saving aspect; It is convenient to construct, and the duration is short, in the construction without template, only need portable yard crane, bracing frame and some simple tools get final product the efficiency of construction height, save labor hour, construction area is few, and site environment does not have dust, helps 8 series of products excellent performances of civilized construction, all by factory normalization production, the precision height, error is little, fractional energy savings 60%/more than, the house utilization rate is more than 90/%, it is multiple functional to build the house with it, and cost is reasonable, on building and building materials market very strong competitiveness is arranged all, technology is advanced, economy is that reasonably social benefit is considerable, meets development housing and public buildings that use less energy and land and public building that current country proposes, quicken the house suitability for industrialized production,, change the town and country construction pattern, build the planning in energy-efficient society and energy-saving cities and towns.
Description of drawings
Fig. 1 is the plan structure schematic diagram of the full prefabricated building system of lattice steel structure of the present invention;
Fig. 2 is the perspective view of the full prefabricated building system of lattice steel structure of the present invention;
Fig. 3 is the full prefabricated building system of a lattice steel structure of the present invention structure of wall schematic diagram;
Fig. 4 is the plan structure schematic diagram of the full prefabricated building system of lattice steel structure of the present invention wallboard;
Fig. 5 is the structural representation of the floor inner mesh steel framework of the full prefabricated building system of lattice steel structure of the present invention;
Fig. 6 is the cross section structure schematic diagram of the floor of the full prefabricated building system of lattice steel structure of the present invention;
Fig. 7 is the plan structure schematic diagram of the load-bearing coupled column of the full prefabricated building system of lattice steel structure of the present invention.
The specific embodiment
Embodiment 1
Referring to Fig. 1, Fig. 2, the full prefabricated building system of a kind of lattice steel structure, the thickness that comprises wallboard 21,22,23,24, wallboard is 20 centimetres, floor 3 and load-bearing coupled column 11,12,13,14, load-bearing coupled column 11,12,13,14 is arranged at four corners in house, and by these four coupled columns wallboard 21,22,23,24 is coupled together, wallboard 21,22,23,24 is provided with floor 3, the house of multilayer between how can being assembled into when specifically assembling.
Referring to Fig. 3, Fig. 4, wallboard 21,22,23,24 comprises that grid steel framework 4 and casting are pressed on the rubber powder granule layer 18 of 4 two sides of grid steel framework, the two ends of wallboard 21,22,23,24 are respectively arranged with the dop 191,192 of projection, and a framed side wallboard is provided with the door opening (not shown), the grid steel framework of the both sides, top of wallboard 21,22,23,24 stretches out one section of wallboard respectively, be respectively 101,102, be used to ride over the load-bearing coupled column, support wallboard with the load-bearing coupled column.
Referring to Fig. 7, the load-bearing coupled column comprises joint pin 20 and rubber powder granule layer 113, rubber powder granule layer 113 compresses adjacent joint pin 20 lateral surface settings by casting, and to make load-bearing coupled column cross section be rectangle, and two or three of load-bearing coupled column or four sides are provided with the draw-in groove 112 that matches with wallboard two ends dop, when two sides of load-bearing coupled column are provided with draw-in groove 112, can two wallboards of clamping, the corner that is used for a house, when three of load-bearing coupled columns or four sides are provided with draw-in groove 112, can three or four wallboards of clamping, be used for two connections between the house wallboard.
Referring to Fig. 5, Fig. 6, described floor comprises grid steel framework 4, grid arrangement of reinforcement 5, layer of concrete 6 and rubber powder granule layer 8, grid steel framework 4 and grid arrangement of reinforcement 5 are close to setting up and down, and casting is provided with layer of concrete 6 on grid steel framework 4, and casting is pressed one deck rubber powder granule layer 8 is set below grid arrangement of reinforcement 5; Between grid arrangement of reinforcement 5 and rubber powder granule layer 8, be provided with floor heating pipe 7.
It should be noted that at last: the above only is the preferred embodiments of the present invention, be not limited to the present invention, although the present invention is had been described in detail with reference to previous embodiment, for a person skilled in the art, it still can be made amendment to the technical scheme that aforementioned each embodiment put down in writing, and perhaps part technical characterictic wherein is equal to replacement.Within the spirit and principles in the present invention all, any modification of being done, be equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (6)
1. the full prefabricated building system of lattice steel structure is characterized in that: comprise wallboard, floor and load-bearing coupled column; Described wallboard comprises that grid steel framework and casting are pressed on the rubber powder granule layer of two sides of grid steel framework, and the two ends of described wallboard are respectively arranged with the dop of projection, and a framed side wallboard is provided with door opening; Described load-bearing coupled column comprises joint pin and rubber powder granule layer, described rubber powder granule layer compresses the setting of adjacent joint pin periphery by casting, and to make load-bearing coupled column cross section be rectangle, and two or three or four sides of load-bearing coupled column are provided with the draw-in groove that matches with wallboard two ends dop; Wallboard is connected together by the load-bearing coupled column and is combined into the house; Described floor is arranged on the end face of wallboard.
2. the full prefabricated building system of lattice steel structure according to claim 1, it is characterized in that: described floor comprises grid steel framework, grid arrangement of reinforcement, layer of concrete and rubber powder granule layer, grid steel framework and grid arrangement of reinforcement are close to setting up and down, casting is provided with layer of concrete on the grid steel framework, and casting is pressed one deck rubber powder granule layer is set below the grid arrangement of reinforcement; Between grid arrangement of reinforcement and rubber powder granule layer, be provided with floor heating pipe.
3. the full prefabricated building system of lattice steel structure according to claim 1 is characterized in that: the dop of described wallboard two ends projection is arc dop or rectangle dop.
4. the full prefabricated building system of lattice steel structure according to claim 1 is characterized in that: the full prefabricated building system of described lattice steel structure be multilayer many between, layer with layer between load-bearing group post be connected by flange.
5. according to claim 1 or the full prefabricated building system of 2 or 3 or 4 described lattice steel structures, it is characterized in that: a house has a wallboard to be provided with window.
6. the full prefabricated building system of lattice steel structure according to claim 5 is characterized in that: the thickness of described wallboard is 10～35 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100672081A CN102174858A (en) | 2011-03-21 | 2011-03-21 | Fully-fabricated building system with grid steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100672081A CN102174858A (en) | 2011-03-21 | 2011-03-21 | Fully-fabricated building system with grid steel structure |
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| Publication Number | Publication Date |
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| CN102174858A true CN102174858A (en) | 2011-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100672081A Pending CN102174858A (en) | 2011-03-21 | 2011-03-21 | Fully-fabricated building system with grid steel structure |
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| CN (1) | CN102174858A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740495A (en) * | 2017-11-25 | 2018-02-27 | 深圳市山月园园艺有限公司 | More space simulation tree rooms |
| WO2018149549A1 (en) | 2017-02-20 | 2018-08-23 | Bernd Heidenreich | Load-bearing structure module |
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| DE2152610A1 (en) * | 1971-01-11 | 1972-07-27 | Fokker Vfw | Apartment or building with an automatic fire extinguishing system |
| US3995402A (en) * | 1975-06-04 | 1976-12-07 | Gerard Parenteau | Panelling assembly for partitions, walls or the like |
| DE3203366A1 (en) * | 1982-02-02 | 1983-08-04 | Max Dipl.-Ing. Dr.-Ing. 8700 Würzburg Mengeringhausen | Modular building system |
| FR2719616A1 (en) * | 1994-05-06 | 1995-11-10 | Plaisance Jacques | Standardised metal frame for houses and other buildings up to two storeys high |
| CN2294316Y (en) * | 1997-01-23 | 1998-10-14 | 李剑威 | Case like sectional house |
| CN2820993Y (en) * | 2005-09-14 | 2006-09-27 | 铁道部成都木材防腐厂活动房屋分厂 | Grooved movable house |
| CN2841793Y (en) * | 2005-09-14 | 2006-11-29 | 铁道部成都木材防腐厂活动房屋分厂 | Multi-storey movable dwellings |
| CN201310202Y (en) * | 2008-10-13 | 2009-09-16 | 宋泳桦 | Unitized lifting functional house |
| CN201665915U (en) * | 2009-11-25 | 2010-12-08 | 北京诚栋房屋制造有限公司 | Movable house with detachable single-layer lightweight steel structure |
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2011
- 2011-03-21 CN CN2011100672081A patent/CN102174858A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2152610A1 (en) * | 1971-01-11 | 1972-07-27 | Fokker Vfw | Apartment or building with an automatic fire extinguishing system |
| US3995402A (en) * | 1975-06-04 | 1976-12-07 | Gerard Parenteau | Panelling assembly for partitions, walls or the like |
| DE3203366A1 (en) * | 1982-02-02 | 1983-08-04 | Max Dipl.-Ing. Dr.-Ing. 8700 Würzburg Mengeringhausen | Modular building system |
| FR2719616A1 (en) * | 1994-05-06 | 1995-11-10 | Plaisance Jacques | Standardised metal frame for houses and other buildings up to two storeys high |
| CN2294316Y (en) * | 1997-01-23 | 1998-10-14 | 李剑威 | Case like sectional house |
| CN2820993Y (en) * | 2005-09-14 | 2006-09-27 | 铁道部成都木材防腐厂活动房屋分厂 | Grooved movable house |
| CN2841793Y (en) * | 2005-09-14 | 2006-11-29 | 铁道部成都木材防腐厂活动房屋分厂 | Multi-storey movable dwellings |
| CN201310202Y (en) * | 2008-10-13 | 2009-09-16 | 宋泳桦 | Unitized lifting functional house |
| CN201665915U (en) * | 2009-11-25 | 2010-12-08 | 北京诚栋房屋制造有限公司 | Movable house with detachable single-layer lightweight steel structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018149549A1 (en) | 2017-02-20 | 2018-08-23 | Bernd Heidenreich | Load-bearing structure module |
| DE102017001551A1 (en) | 2017-02-20 | 2018-08-23 | Bernd Heidenreich | Tensile structure module |
| CN110312839A (en) * | 2017-02-20 | 2019-10-08 | 伯恩·海登里奇 | Face type load carrier module |
| US11339562B2 (en) | 2017-02-20 | 2022-05-24 | Bernd Heidenreich | Area-covering structure module |
| CN107740495A (en) * | 2017-11-25 | 2018-02-27 | 深圳市山月园园艺有限公司 | More space simulation tree rooms |
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Legal Events
| Date | Code | Title | Description |
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| DD01 | Delivery of document by public notice |
Addressee: Huang Zhiyuan Document name: Notification of Passing Preliminary Examination of the Application for Invention |
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| C06 | Publication | ||
| PB01 | Publication | ||
| DD01 | Delivery of document by public notice |
Addressee: Huang Zhiyuan Document name: Notification of Publication of the Application for Invention |
|
| C10 | Entry into substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 100023 Beijing city Chaoyang District Shibalidian Laojun Tang Ho Garden 8 Building 2 unit 101 Applicant after: Huang Zhiyuan Address before: 100021, Chaoyang District, Beijing World Garden No. 8, building 2, unit 101 Applicant before: Huang Zhiyuan |
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| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Huang Zhiyuan Document name: Notification that Application Deemed to be Withdrawn |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110907 |