CN103924797B - Rural area assembling type steel structure dwelling house system and construction method - Google Patents
Rural area assembling type steel structure dwelling house system and construction method Download PDFInfo
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- CN103924797B CN103924797B CN201410190647.5A CN201410190647A CN103924797B CN 103924797 B CN103924797 B CN 103924797B CN 201410190647 A CN201410190647 A CN 201410190647A CN 103924797 B CN103924797 B CN 103924797B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 134
- 239000010959 steel Substances 0.000 title claims abstract description 134
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 claims abstract description 83
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 39
- 239000010410 layers Substances 0.000 claims abstract description 20
- 280000436495 Herringbone companies 0.000 claims abstract description 19
- 230000003014 reinforcing Effects 0.000 claims abstract description 15
- 239000000725 suspensions Substances 0.000 claims description 15
- 210000000282 Nails Anatomy 0.000 claims description 6
- 238000009417 prefabrication Methods 0.000 claims description 6
- 239000000203 mixtures Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 280000398338 Seismic companies 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 230000000875 corresponding Effects 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000009412 basement excavation Methods 0.000 claims 1
- 238000005516 engineering processes Methods 0.000 description 3
- 239000007787 solids Substances 0.000 description 3
- 210000002356 Skeleton Anatomy 0.000 description 2
- 239000011449 bricks Substances 0.000 description 2
- 239000002131 composite materials Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 materials Substances 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 210000003660 Reticulum Anatomy 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 230000001681 protective Effects 0.000 description 1
Abstract
Description
Technical field
The present invention relates to a kind of rural area assembling type steel structure dwelling house system and construction method, being particularly suited for the times such as post-disaster reconstruction will Seek urgent engineering, belong to earthquake relief work technical field.
Background technology
Along with the high speed development of science and technology, the demand of people and the continuous change of life style, traditional residential structure pattern and inhabitation Theory is challenged, and for the requirement of house, is first to ensure that use safety, also has livable property, economy and the industry lived The development changed.In China for a long time, traditional residential structure pattern is based on brick mix structure, and the main material of this structure is Sintered clay brick, the destruction farmland that it is serious, consume the energy, poor seismic behavior in a large number, thus gradually used by complete prohibition. Urban House typically uses many, Tall Steel reinforced Concrete Shear-wall Structure form now, and industrialization level is the highest, and vast rural area More do not find a kind of replacement form.Therefore, within the time limit of ensureing safe handling, preserve the ecological environment to greatest extent, carry Space development efficiency on high unit soil, meets the residential housing that the industrialization of requirement economic, practical, attractive in appearance, efficient produces It is more applicable for society now.Increasingly focus on along with grange security, livable property, economic reliable, conservation of nature environment, The aspect requirements such as speed of application, it is contemplated that this assembled, be easy to industrialization produce dwelling house system there is the biggest development Prospect.
Summary of the invention
Based on the problems referred to above, the present invention proposes a kind of rural area assembling type steel structure dwelling house system and construction method, and it uses square The H girder steel composite construction system that steel core concrete column, band herringbone support, and carry according to its prefabrication, site-assembled characteristic Go out its construction method.The construction solving rural area traditional residential form destroys farmland, consumes ample resources, and anti-seismic performance obtains not To ensureing, and the problem of long construction period.
Technical scheme is as follows:
A kind of rural area assembling type steel structure dwelling house system, including plane assembly unit, three-dimensional assembled unit, stair assembly unit and Individually component assembly unit；Described plane assembly unit includes constituting the steel core concrete column of rectangular frame and H girder steel, four Described plane assembly unit surrounds described three-dimensional assembled unit, at least one the described plane assembly list in described three-dimensional assembled unit Unit is additionally provided with herringbone support, in described three-dimensional assembled unit, is additionally provided with shingle nail, roof boarding and door and window；Multiple described Stair assembly unit it is interconnected in one layer, and this layer with described by independent component assembly unit in three-dimensional assembled unit plane Three-dimensional assembled unit and individually component assembly unit are connected；On the described three-dimensional assembled unit of each layer and stair assembly unit, Under be connected with each other integral, three-dimensional assembled unit described in top layer is provided with light section steel structure triangular roof truss；Wherein, described steel The vertical column joint that connects of pipe concrete column lower end is welded with sleeve, and sleeve welds with H girder steel, described steel core concrete column and H Being additionally provided with reinforcing plate at the node that girder steel is connected, one end that described herringbone supports is arranged in this reinforcing plate, and the other end is arranged On the H girder steel on door and window top or be arranged on in another reinforcing plate being connected in the middle part of the H girder steel of top；First floor concrete filled steel tube Column bottom is also connected with being provided with reinforced concrete foundation post, and described reinforced concrete foundation column bottom is additionally provided with independent reinforcing bar and mixes Solidifying earth foundation.
Described first floor concrete filled steel tube column bottom is the most extended an armored concrete suspension column, and armored concrete suspension column mixes with reinforcing bar Connected by suspension column backing plate and foundation bolt between solidifying earth foundation post.
Described steel core concrete column is square steel tube concrete column, and sectional dimension is 200mm × 200mm.
Described herringbone is supported for square steel tube or round steel pipe herringbone supports.Particularly, square steel tube herringbone supporting section is a size of 120mm×120mm。
Described H girder steel depth of section is 300mm～400mm.
It is welded with connection H girder steel and the connecting plate of independent component assembly unit on described sleeve, and on connecting plate, is provided with bolt hole.
The floor height of described dwelling house system is 2.8m～3m, and depth is 5.1m～5.4m, and the standard width of a room in an old-style house is 3.6m～4.2m, and the number of plies is 2～4 Layer, seismic fortification intensity is not more than 8 degree.
Injected hole and steam vent it is additionally provided with on described steel core concrete column.
The construction method of above-mentioned rural area assembling type steel structure dwelling house system, employing following steps:
Step one: prefabrication plane assembly unit, independent component assembly unit and stair assembly unit；At concrete filled steel tube Injected hole and steam vent are set on post, according to the position of H girder steel by sleeve weld to steel core concrete column, then H girder steel are welded Receive on sleeve；Independent component assembly unit arranges bolt hole；
Step 2: require location setting-out according to design drawing, excavates ground, arranges independence in bottom, steel core concrete column position Reinforced concrete foundation, at reinforced concrete foundation construction reinforced bar concrete foundation post, and in reinforced concrete foundation column top Pre-buried suspension column backing plate and the foundation bolt not less than 20mm；
Step 3: the armored concrete suspension column of extension is set in first floor concrete filled steel tube column bottom；
Step 4: when the concrete strength of reinforced concrete foundation and reinforced concrete foundation post all reaches more than 70%, installs The plane assembly unit of the first floor also surrounds the three-dimensional assembled unit constituting the first floor, by steel core concrete column and reinforced concrete foundation post By armored concrete suspension column one_to_one corresponding, and it is connected firmly by foundation bolt；
Step 5: be attached by independent component assembly unit between each three-dimensional assembled unit, three-dimensional assembled unit and independent structure Between part assembly unit with bolts by connecting plate and be aided with and be welded to connect；Stair assembly unit is three-dimensional assembled with described Unit and individually component assembly unit are connected；
Step 6: assemble each three-dimensional assembled unit of last layer plane, stair assembly unit and independent component assembly unit, up and down Connected by sleeve weld between layer steel core concrete column, complete the assembling of floor；
Step 7: cleaning concrete filled steel tube column wall, waters steel core concrete column inner concrete；
Step 8: install shingle nail, roof boarding and door and window；
Step 9: use light section steel structure triangular roof truss at top, it is supported on steel core concrete column.
Wherein, for post-disaster reconstruction engineering, because of very tight to construction period, do reinforced concrete foundation the most long, can be according to tool Body requires to make base steel plinth.Described base steel plinth can be by supporting steel plate, floor of putting more energy into, the basis component such as steel column composition, can allow the victims of the disaster First live in peace and move in, further according to requirement for anticorrosion, base steel plinth carried out corrosion-resistant concrete protective measure.
Described plane assembly unit, three-dimensional assembled unit and independent component assembly unit are considered as being easy to production and building site is installed and connected And transport, also to ensure livable being suitable for, standardization, modularization, seriation should be formed, applicable industrialization forms a complete production network requirement.
Beneficial effect:
Advantage of the invention is that the H girder steel composite construction using steel core concrete column and the support of band herringbone is as the load-bearing structure of house Part, this supporting member sectional dimension is less, and component can be completely hidden in fender body, it is ensured that the building of house uses requirement, Stress and deformation performance are preferable simultaneously.Filling concrete in steel pipe, the steel tube confinement deformation of concrete, delay pressurized cracking, In steel pipe, fill concrete avoids steel pipe pressurized generation cripling destruction simultaneously, and bi-material gives full play to respective advantage, makes The bearing power increase of component.Assembled by the assembled unit of prefabrication being carried out building site, eliminate reinforcing bar binding, building site coagulation The operations such as soil model sheetinstallat, construct more convenient.Its basis can use independent reinforced concrete under frame column as required Plinth or base steel plinth.
Owing to this assembled dwelling components uses prefabrication, on-site consolidation, component is easy to connect, quick construction, the most significantly Shorten construction period, saved the construction cost of peasant, it is provided that the living environment that high-strength light, anti-seismic performance are good, have The strongest sustainable developability.It is contemplated that, along with going deep into of China's economy, the development of technology and steel house research, inhale Take existing construction empirical studies and be suitable for the low-rise steel residential structure of rural condition, new rural village housing conditions is applied, special It not that post-disaster reconstruction will have significant economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is that the assembled unit of the present invention distinguishes plane；
Fig. 2 is load-bearing skeleton front elevation view of the present invention；
Fig. 3 is load-bearing skeleton profile of the present invention；
Fig. 4 is reinforced concrete foundation plane；
Fig. 5 is the A-A profile of Fig. 4.
In figure, 1: plane assembly unit；2: three-dimensional assembled unit；3: individually component assembly unit；4: steel core concrete column； 5:H girder steel；6: herringbone supports；7: bolt；8: sleeve；9: welding position；10: foundation bolt；11: steel pipe mixes Solidifying earth pillar pin；12: reinforced concrete foundation post；13: reinforced concrete foundation；14: stair assembly unit；15: door and window.
Detailed description of the invention
The detailed description of the invention of the present invention is as Figure 1-5.
A kind of assembled rural area system of steel residential structure, sees shown in Fig. 1 to Fig. 5, including plane assembly unit 1, three-dimensional spelling Dress unit 2, stair assembly unit 14 and independent component assembly unit 3, see Fig. 1, and plane assembly unit 1 includes constituting square The steel core concrete column 4 and H girder steel 5 of shape framework, four described plane assembly unit 1 surround described three-dimensional assembled unit 2, At least one described plane assembly unit 1 in described three-dimensional assembled unit 2 is additionally provided with herringbone and supports 6, and mixed by steel pipe Solidifying earth pillar 4, H girder steel 5 and herringbone support 6, as supporting member, see Fig. 2, Fig. 3.Described square steel tube concrete column 4, H girder steel 5 and herringbone support the plane assembly unit 1 of 6 these dwelling house systems of composition, such as vertical, horizontal framework.Described assembled unit Component connect, factory manufactures employing and is welded to connect, and assembled unit building site is assembled generally to be used high-strength bolt 7 to connect to be aided with welding Connect.
It is additionally provided with shingle nail, roof boarding and door and window in three-dimensional assembled unit 2；Pass through in multiple three-dimensional assembled unit 2 planes Individually component assembly unit 3 is interconnected in one layer, and this layer stair assembly unit 14 and solid assembly unit 2 and individually Component assembly unit 3 is connected；Each layer solid assembly unit 2 and stair assembly unit 14 upper and lower be connected with each other integral, It is provided with light section steel structure triangular roof truss on top layer solid assembly unit 2；Wherein, described steel core concrete column 4 lower end is perpendicular Being welded with sleeve 8 to connecting column joint, sleeve 8 welds with H girder steel 5, and steel core concrete column 4 is connected with H girder steel 5 Being additionally provided with reinforcing plate at node, herringbone supports one end of 6 and is arranged in this reinforcing plate, and the other end is arranged on the H on door and window top On girder steel 5 or be arranged on in another reinforcing plate being connected in the middle part of top H girder steel 5；Bottom first floor steel core concrete column 4 also It is connected with reinforced concrete foundation post 12, bottom reinforced concrete foundation post 12, is additionally provided with independent reinforced concrete Plinth 13.Foundation columns goes out to be designed in face of ground reinforced concrete foundation post 12, should do concrete filled steel tube according to design after going out grade Post 4 and the connection of reinforced concrete foundation post 12, see Fig. 4, Fig. 5.For post-disaster reconstruction engineering, because of to construction period very Tightly, do reinforced concrete foundation 13 the most long, base steel plinth can be made according to specific requirement.Wherein dwelling house system floor height 2.8, Depth 5.1, the standard width of a room in an old-style house 3.6, the number of plies is 3 layers, and grade of providing fortification against earthquakes is 8 degree, and square steel tube concrete column 4 sectional dimension is 200mm × 200mm, H girder steel 5 depth of section is 350mm, and square steel tube herringbone supports 6 sectional dimensions and is generally 120mm × 120mm, Section thickness and concrete size are determined by design calculating；Connection H girder steel 5 and independent structure it is welded with as required on described sleeve 8 The connecting plate of part assembly unit 3 also on-demand arranges bolt hole；Described steel core concrete column 4 is it should be noted that reserve slip casting by slip casting requirement Hole and steam vent, it is to avoid honeycomb hollowing phenomenon in pipe occurs；The most extended bottom first floor steel core concrete column 4 have a reinforcing bar to mix Solidifying earth pillar pin 11, by suspension column backing plate and foundation bolt 10 between armored concrete suspension column 11 and reinforced concrete foundation post 12 Connecting, described steel core concrete column 4 is typically designed to be articulated and connected with the connection of reinforced concrete foundation post 12, and need to carry out steel The process of pipe concrete suspension column 11.
The construction method of above-mentioned dwelling house system, specifically uses following steps:
Step one: prefabrication plane assembly unit 1, independent component assembly unit 3 and stair assembly unit 14；At steel pipe Injected hole and steam vent are set on concrete column 4, according to the position of H girder steel 5, sleeve 8 are welded on steel core concrete column 4, Again H girder steel 5 is welded on sleeve 8；Wherein, sleeve 8 is welded with connecting plate；
Step 2: require location setting-out according to design drawing, excavates ground, arranges solely in bottom, steel core concrete column 4 position Vertical reinforced concrete foundation 13, at reinforced concrete foundation 13 construction reinforced bar concrete foundation post 12, and at armored concrete Foundation columns 12 top pre-buried suspension column backing plate and the foundation bolt 10 not less than 20mm；
Step 3: the armored concrete suspension column 11 of extension is set bottom first floor steel core concrete column 4；
Step 4: when the concrete strength of reinforced concrete foundation 13 and reinforced concrete foundation post 12 all reaches more than 70%, The plane assembly unit 1 of the first floor is installed and surrounds the three-dimensional assembled unit 2 constituting the first floor, steel core concrete column 4 is mixed with reinforcing bar Solidifying earth foundation post 12 is by armored concrete suspension column 11 one_to_one corresponding, and is connected firmly by foundation bolt 10；
Step 5: be attached by independent component assembly unit 3 between each three-dimensional assembled unit 2, three-dimensional assembled unit 2 with Individually use bolt 7 to connect and be aided with by connecting plate between component assembly unit 3 to be welded to connect；By stair assembly unit 14 with Described three-dimensional assembled unit 2 and individually component assembly unit 3 are connected；
Step 6: assemble each three-dimensional assembled unit 2 of last layer plane, stair assembly unit 14 and independent component assembly unit 3, It is welded to connect by sleeve 8 between levels steel core concrete column 4, completes the assembling of floor；
Step 7: cleaning steel core concrete column 4 inwall, waters steel core concrete column 4 inner concrete；
Step 8: install shingle nail, roof boarding and door and window；
Step 9: use light section steel structure triangular roof truss at top, it is supported on steel core concrete column 4.
Being above a specific embodiment of the present invention, the enforcement of the present invention is not limited to this.
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| CN201410190647.5A CN103924797B (en) | 2014-05-06 | 2014-05-06 | Rural area assembling type steel structure dwelling house system and construction method |
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| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN105821965B (en) * | 2016-05-20 | 2018-03-30 | 西安建筑科技大学 | A kind of multi-cavity steel tube concrete coupled column support frame system for supporting insertion installation |
| CN105839778B (en) * | 2016-05-20 | 2018-07-06 | 西安建筑科技大学 | A kind of one Pin frames of prefabricated bean column node with side plate |
| CN105821959B (en) * | 2016-05-20 | 2018-08-31 | 西安建筑科技大学 | A kind of multi-cavity steel tube concrete coupled column braced frame system of the flat-pushing assembly of support |
| CN106245768A (en) * | 2016-08-30 | 2016-12-21 | 山东建筑大学 | A kind of assembled low-rise buildings Special-Shaped Column hinged steel frame door shape supporting construction |
| CN107119797B (en) * | 2017-04-25 | 2019-11-29 | 天津大学 | A kind of public building structural system with frame-shear wall and support construction |
| WO2019012427A1 (en) * | 2017-07-11 | 2019-01-17 | Nova Building Ltd | Concrete building shoppable in small parts |
| CN107762161B (en) * | 2017-10-17 | 2019-09-10 | 新疆农业大学 | A kind of energy-saving assembled system of steel residential structure and installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0633516A (en) * | 1992-07-10 | 1994-02-08 | Maeda Corp | Joint part structure of filling type steel pipe concrete column and pc beam and joining method therefor |
| CN202347870U (en) * | 2011-12-16 | 2012-07-25 | 太原市耐安特钢结构建筑安装工程有限公司 | Steel structure villa |
| CN102979161A (en) * | 2012-09-26 | 2013-03-20 | 浙江杭萧钢构股份有限公司 | Novel steel structure building system |
| CN203080965U (en) * | 2012-11-27 | 2013-07-24 | 邵天星 | Intelligent steel structure anti-seismic villa |
| CN203905531U (en) * | 2014-05-06 | 2014-10-29 | 北京筑福国际工程技术有限责任公司 | Rural assembled steel structure residence system |
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2014
- 2014-05-06 CN CN201410190647.5A patent/CN103924797B/en active IP Right Grant
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0633516A (en) * | 1992-07-10 | 1994-02-08 | Maeda Corp | Joint part structure of filling type steel pipe concrete column and pc beam and joining method therefor |
| CN202347870U (en) * | 2011-12-16 | 2012-07-25 | 太原市耐安特钢结构建筑安装工程有限公司 | Steel structure villa |
| CN102979161A (en) * | 2012-09-26 | 2013-03-20 | 浙江杭萧钢构股份有限公司 | Novel steel structure building system |
| CN203080965U (en) * | 2012-11-27 | 2013-07-24 | 邵天星 | Intelligent steel structure anti-seismic villa |
| CN203905531U (en) * | 2014-05-06 | 2014-10-29 | 北京筑福国际工程技术有限责任公司 | Rural assembled steel structure residence system |
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