CN2506717Y - Low floor height small beam dense column board type quick assembling room - Google Patents
Low floor height small beam dense column board type quick assembling room Download PDFInfo
- Publication number
- CN2506717Y CN2506717Y CN 01264269 CN01264269U CN2506717Y CN 2506717 Y CN2506717 Y CN 2506717Y CN 01264269 CN01264269 CN 01264269 CN 01264269 U CN01264269 U CN 01264269U CN 2506717 Y CN2506717 Y CN 2506717Y
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- framework
- board type
- girder
- collar tie
- dense column
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Abstract
The utility model relates to a low-floor board type quick assembling room with small beams and dense columns. A frame of the quick assembling room, which is an integral grid-shaped frame with small beams and dense columns, is composed of core columns made of reinforced concrete, ring beams, longitudinal beams and cross beams; strengthening ribs are arranged in the frame; the core columns of the frame are arranged in holes of porous wallboards and are constructed with the porous wallboards into a whole; the longitudinal and the cross beams of the frame are constructed with the ring beams of the room into a whole. The quick assembling room has the advantages of small weight, low manufacturing cost, good integrity, earthquake resistance, fire resistance, water resistance and wind resistance. The utility model is suitable for improving the living environment of inhabitants. Simple and cheap residences can be built quickly for the inhabitants in areas suffering from nature disasters, such as earthquakes, floods, etc., so that the utility model can help emigrants to rebuild houses in engineering construction.
Description
But the utility model relates to a kind of factory or field-installed low layer simple building.
Existing low-rise building is the brick mix structure system, as load bearing wall or as going along with sb. to guard him, adds prefabricated prestress concrete cassette ceiling or cast-in-place strength bar concrete floor with brick.The house of this structural system lid is also dangerous.When earthquake especially takes place more than 6 grades, be easy to collapse.After the Tangshan Earthquake in 1976, the orphan of those survivals is reluctant to live in such house again.The jingle that they spread is: the plate of killing, sad brick.Existing affordable housing price is at 3000-4000 unit/M
2Between, general low-income household is difficult to afford, and need build low cost house (LowCostHouse) in a large number.
The purpose of this utility model provides a kind of low layer girder dense column board type assembled house, build low cost, simple and easy, energy-conservation, safe house, to improve cities and towns, urban residents' living environment, resist natural calamities such as earthquake, flood, help the immigrant of large-scale construction project to rehabilitate one's homeland.
The technical solution of the utility model: low layer girder dense column board type assembled house, in framework, assemble porous wall board, above framework, assemble roof system, it is characterized in that: framework is the whole lattice net-shape framework of the close post of girder that steel concrete stem stem, collar tie beam and longitudinal and transverse beam constitute, inside is equipped with strength bar, the stem stem of framework is positioned at the hole of porous wall board, and builds up one with porous wall board, and the longitudinal and transverse beam of framework and the collar tie beam in house build up one.
The stem stem of said frame is positioned at the lateral opening of the interstitial hole of porous wall board or the splicing of two porous wall boards.
Above-mentioned strength bar is reinforcing bar or fiber reinforced plastic rod.
Above-mentioned collar tie beam is meant collar tie beam and lower ring beam or goes up collar tie beam, interlayer collar tie beam and lower ring beam.
The close post of the girder in above-mentioned each room constitutes the branch framework, and the branch framework in each room is included within the general frame.
Above-mentioned roof system links to each other with collar tie beam, and forms integral body, and roof top is flat roof or pitched roof.
Build process of the present utility model is: build the basis earlier, make foundation ring girder then on the basis.Vertically be installed in porous wall board on the foundation ring girder, in the body of wall that porous plate constitutes, wallboard every some, adjacent two plates each one lateral opening in, and in the plate at body of wall corner and T-shaped wall place lateral opening, insert strength bar or fiber reinforced rebar, and in the hole, water handstone concrete or cement mortar, thereby form the strength bar concrete stem stem of a light section (with wallboard hole uniform section).After stem stem waters, build light-gauge collar tie beam and beam in length and breadth again in the upper end of plate.Stem stem links to each other with last lower ring beam, vertical transverse beam, forms the strength bar concrete frame of a kind of half recessive (not having post in appearance), and this framework can be described as the grill-shaped framework again.Floor between LIFT then.Repeat relevant construction content again after the porous wall board of the second layer is installed again, build roofing system again.
Advantage of the present utility model: adopt the close post general frame of girder, add the porous wall board of lightweight, in light weight, the good integrity of the building of building up, can antidetonation, fire prevention again, waterproof, windproof, use fool proof.Construction cost only is 190-600 unit/m
2, house, building total cost has only about 20,000 yuan, about 7 days construction periods, both can repeat assembling at the scene, but also prefabrication.Be applicable to and build low cost, simple and easy, energy-conservation, safe house,,, help the immigrant of large-scale construction project to rehabilitate one's homeland fast for natural disaster area residents such as earthquake, flood build simple and easy, cheap residence to improve cities and towns, urban residents' living environment.
Below in conjunction with embodiment and accompanying drawing the utility model is described in detail:
Fig. 1 is the close post framework of a girder schematic diagram;
Fig. 2 is the close rod structure schematic diagram of girder;
Fig. 3 is the profile schematic diagram of the utility model embodiment.
1-framework, 2-porous wall board, 3-stem stem, 4-longeron, 5-crossbeam, the last collar tie beam of 6-, 7-interlayer collar tie beam, 8-lower ring beam.
Embodiment is as shown in the figure: with two-layer low layer girder dense column board type assembled house is example, assembled frame 1 and porous wall board 2 on the basis, its framework 1 is the whole lattice net-shape framework of the close post of girder of stem stem 3, longeron 4, crossbeam 5, last collar tie beam 6, interlayer collar tie beam 7, lower ring beam 8 formations, the stem stem of framework and the built-in 1-4 root of longitudinal and transverse beam Φ 6 reinforcing steel bars, in lateral opening, suitably increase strength bar, and the pouring pea gravel concreten.The stem stem of framework be positioned at the interstitial hole of porous wall board or two porous wall board splicings place about one lateral opening.And build up one with porous wall board, and if this house is separated into two above rooms, the close post of the girder in each room constitutes and divides a framework, the branch framework in each room is included within the general frame.Floor links to each other with upper ring beam, and forms integral body, adopts porous wall board, as the retaining wall of inside and outside load-bearing wall panel and building; Constituted a kind of Aseismic Structure System of globality extra-heavy by collar tie beam, stem stem, porous wall board.
The interlayer superstructure is taked cast-in-place, and links to each other with the interlayer collar tie beam and to form wholely, and flat roof can be made in the roof, also can make pitched roof.If flat roof, the porous wall board of available reinforcement is done roofing; If pitched roof can be according to local condition with small black tile or cement tile, also can adopt GRC half way up the mountain watt or mesoslope watt.As build one hall room, two Room, comprise washroom, kitchen and storage room, building area 50m
2Can adopt two lower plane arrangement forms on two, bottom has sitting room, storage room, washroom and kitchen, and floor is to adopt cast in situ concrete floor, stem stem between second layer wallboard will be connected with the bottom stem stem, there are small one and large one bedroom and balcony in the upper strata, if with the balcony sealing, can do the study again.
Porous wall board strengthens resistance with continuous fiber or steel wire and splits, and is cementitious material with cement, with the light concrete wall panel for gathering materials and making such as expanded perlite, slag, haydite, float stone, flyash, scoria, aerating concrete chip.The specification of plate is generally: length * wide * thick=2500 ∽, 3000 * 600 * 90mm, its thickness can be designed to 90 as requested, two kinds of 120mm.
Claims (6)
1, a kind of low layer girder dense column board type assembled house, in framework, assemble porous wall board, above framework, assemble roof system, it is characterized in that: framework is the whole lattice net-shape framework of the close post of girder that steel concrete stem stem, collar tie beam and longitudinal and transverse beam constitute, inside is equipped with strength bar, the stem stem of framework is positioned at the hole of porous wall board, and builds up one with porous wall board, and the longitudinal and transverse beam of framework and the collar tie beam in house build up one.
2, low layer girder dense column board type assembled house according to claim 1 is characterized in that: it is lateral opening that the stem stem of described framework is positioned at the left and right sides of the interstitial hole of porous wall board or two porous wall board splicings place.
3, low layer girder dense column board type assembled house according to claim 1, it is characterized in that: described strength bar is reinforcing bar or fiber reinforced plastic rod.
4, low layer girder dense column board type assembled house according to claim 1 is characterized in that: described collar tie beam is meant collar tie beam and lower ring beam or goes up collar tie beam, interlayer collar tie beam and lower ring beam.
5, low layer girder dense column board type assembled house according to claim 1 is characterized in that: the close post of the girder in described each room constitutes the branch framework, and the branch framework in each room is included within the general frame.
6, low layer girder dense column board type assembled house according to claim 1, it is characterized in that: described roof system links to each other with upper ring beam, and forms integral body, and the top is pitched roof or flat roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01264269 CN2506717Y (en) | 2001-09-29 | 2001-09-29 | Low floor height small beam dense column board type quick assembling room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01264269 CN2506717Y (en) | 2001-09-29 | 2001-09-29 | Low floor height small beam dense column board type quick assembling room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2506717Y true CN2506717Y (en) | 2002-08-21 |
Family
ID=33671605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01264269 Expired - Fee Related CN2506717Y (en) | 2001-09-29 | 2001-09-29 | Low floor height small beam dense column board type quick assembling room |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2506717Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012024814A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| CN104806037A (en) * | 2015-05-12 | 2015-07-29 | 烟台金田科技有限公司 | Intelligent integrally-spliced modular anti-seismic heat-preservation structural house |
| CN105756369A (en) * | 2016-05-03 | 2016-07-13 | 三新房屋制造股份有限公司 | Heat insulation and decoration integrated fabricated building with built-in structural framework and construction method thereof |
-
2001
- 2001-09-29 CN CN 01264269 patent/CN2506717Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012024814A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| US9038339B2 (en) | 2010-08-24 | 2015-05-26 | Empire Technology Development Llc | Prefabricated wall panels |
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| CN104806037A (en) * | 2015-05-12 | 2015-07-29 | 烟台金田科技有限公司 | Intelligent integrally-spliced modular anti-seismic heat-preservation structural house |
| CN105756369A (en) * | 2016-05-03 | 2016-07-13 | 三新房屋制造股份有限公司 | Heat insulation and decoration integrated fabricated building with built-in structural framework and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |