CN102011496A - Assembled high-rise or super high-rise residential building with high safety and comfort - Google Patents
Assembled high-rise or super high-rise residential building with high safety and comfort Download PDFInfo
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- CN102011496A CN102011496A CN 201010537208 CN201010537208A CN102011496A CN 102011496 A CN102011496 A CN 102011496A CN 201010537208 CN201010537208 CN 201010537208 CN 201010537208 A CN201010537208 A CN 201010537208A CN 102011496 A CN102011496 A CN 102011496A
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Abstract
The invention belongs to an assembled high-rise or super high-rise residential building with high safety and comfort. The technical scheme adopted by the invention is as follows: the building comprises a main structure and a plurality of building units (4) and is characterized in that the main structure comprises a shear wall (1), a plurality of main frame girders (2) and floor slabs (3), wherein the plurality of building units (4) can be hierarchically assembled on each floor slab (3); and each building unit (4) comprises a unit frame girder (41), a unit frame column (42) and a unit floor slab (43). The invention has the beneficial effects that (1) an optimized high-rise or super high-rise residential building is provided, the building is of a mammoth structure, the main structure is a reinforced concrete shear wall structure, and each building unit is of a light steel structure; and (2) because the assembled construction is adopted by each building unit, the construction can be carried out respectively according to the needs, and the alternate construction between the main structure and each building unit can be realized, thereby greatly improving the operating efficiency.
Description
Technical field
The present invention relates to the classification of structure of the building of International Patent Classification (IPC) (IPC) E04B1/98 against shock or vibration, especially belong to packaging high level or the housing construction of superelevation layer with high traffic safety and riding comfort.
Background technology
Along with the propelling that urbanization is built, high-rise and superelevation layer housing construction gets more and more, and building height is also more and more higher, and more and more sternness is also more and more important for the antidetonation of highrise building, wind resistance and residence comfort problem.Must satisfy highrise building because of agent structure overturning or slip resistance analysis and Deformation control requirement under seismic forces or the wind-force effect owing to technical, the ratio of height to thickness of building generally is strict controlled in 7, calculate in view of the above, the building of height 140m, its depth should be more than the 20m, the building of height 210m, its depth should be more than the 30m, and therefore existing high residential building face width is all narrower, depth big, inconvenience is used.
Summary of the invention
The object of the present invention is to provide a kind of have packaging high level strong anti-seismic performance, high traffic safety and riding comfort or the housing construction of superelevation layer, make and compare that not only shock resistance is good, and house type is abundant with existing high level or superelevation layer dwelling house, indoor load-carrying members post area occupied is few, ventilates, sunshine is good.
The technical solution used in the present invention is: it comprises main structure and building unit (4), it is characterized in that: main structure is made up of shear wall (1), several main frame beams (2) and floor (3), at each floor (3) but above layering assemble several building units (4); Building unit (4) is made up of unit framework beam (41), unit framework post (42) and unit floor (43).
Beneficial effect of the present invention is: 1, a kind of high level and the housing construction of superelevation layer of optimization are provided, and this building is mammoth structure, and main structure is a reinforced concrete shear wall structure, and building unit is lightweight steel construction or other structures; 2, light steel building unit can design multiple house type according to market demands, satisfies different demands, can realize comparing with existing high residential building according to the customer requirements customization, and house type is abundant, and indoor load-carrying members post area occupied is few, ventilates, sunshine is good; 3, building unit is an isolation structure, and when earthquake took place, the agent structure earthquake response was little, and seismic forces reduces 1/3 approximately, and building unit itself is exempted from shake, safety and comfortableness height when earthquake and wind effect simultaneously; 4, because of the structural entity symmetry, structural entity antidetonation wind resistance is good, building unit cushioning effect in addition, and the monolithic architecture cost is more economical; 5, because building unit adopts modular construction, therefore, can construct respectively as required, can realize and the crossed construction of main structure, improve the operation effect greatly; 6,, can on structure, solve the difficulty that the high residential building face width is narrower, depth big, inconvenience is used that highrise building causes because of agent structure overturning or slip resistance analysis and Deformation control requirement under seismic forces or the wind-force effect preferably because the cross sectional shape that the present invention adopts is the design of Y type.
Description of drawings
Fig. 1 is a main structure plan view of the present invention
Fig. 2 is a building unit plan view of the present invention
Fig. 3 is the building unit sectional drawing
Wherein: 1, shear wall 2, main frame beam 3, floor 4, building unit 41, unit framework beam 42, unit framework post 43, unit floor 5, central cylindrical shell 6, secondary escalator 7, earthquake isolating equipment
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing.
Figure 1 shows that main structure plan view of the present invention, Figure 2 shows that building unit plan view of the present invention, Figure 3 shows that the building unit sectional drawing, as we know from the figure the present invention it comprise main structure and building unit (4), it is characterized in that: main structure is made up of shear wall (1), several main frame beams (2) and floor (3), at each floor (3) but above layering assemble several building units (4); Building unit (4) is made up of unit framework beam (41), unit framework post (42) and unit floor (43).
In addition, main structure has also comprised central cylindrical shell (5) and secondary escalator (6) waits other structure among the present invention, and this class formation all belongs to the ingredient of necessity of the prior art.
Main structure described in the present invention is to adopt reinforced concrete shear wall structure; Described building unit (4) is to adopt the structure that can adopt in lightweight steel construction or other prior aries.
The flat shape of the main structure described in the present invention is the Y type.
At the bottom of the post of the unit framework post (42) described in the present invention earthquake isolating equipment (7) is installed.
Be that example is further detailed with the housing construction of a 210m superelevation floor below.According to current specifications, the depth in this building is not less than 30m.Adopt technical method of the present invention, each limb on Y shape plane extends 2*12m outward, and the depth of every limb is 12m, and the every floor height 15m of main structure is equivalent to 5 layers general dwelling house height.In view of the above, in this super highrise building, form the space of face width 12m, depth 12m, height 15m.One deck one family (area 144m2) or a two-layer family folded assembly house type or other house types such as (area 288m2) are set in this space, also the 5th layer of saturating sky can be arranged to hanging garden.And 5 layers of house of employing lightweight steel construction, its column section is very little, can conceal to body of wall.Compare with traditional high residential building, but indoor usable floor area increases greatly.The house type of face width 12m, depth 12m has fully guaranteed the requirement of user's lighting and ventilation, and house type rich also fully guaranteed different requirement of client.Can earthquake isolating equipment conveniently be set at the bottom of 5 layers of lightweight steel construction post, guarantee that the vibration acceleration of lightweight steel construction (comfort level) satisfies the human body requirement under the macroseism.
The house component of the lightweight steel construction described in the present invention can be processed in factory in addition, is transported in the on-the-spot building to install, and has realized master, minor structure crossed construction.The construction of building main structure also changes 14 layers (15m*14=210m) into by traditional 70 layers (3m*70=210m), and the construction effect improves greatly, and the development capital turnover is faster.
Claims (4)
1. packaging high level or housing construction of superelevation layer with high traffic safety and riding comfort, it comprises main structure and building unit (4), it is characterized in that: main structure is made up of shear wall (1), several main frame beams (2) and floor (3), at each floor (3) but above layering assemble several building units (4); Building unit (4) is made up of unit framework beam (41), unit framework post (42) and unit floor (43).
2. packaging high level or the housing construction of superelevation layer with high traffic safety and riding comfort according to claim 1 is characterized in that: described main structure is to adopt reinforced concrete shear wall structure; Described building unit (4) is to adopt lightweight steel construction.
3. packaging high level or the housing construction of superelevation layer with high traffic safety and riding comfort according to claim 1, it is characterized in that: the flat shape of described main structure is the Y type.
4. packaging high level or the housing construction of superelevation layer with high traffic safety and riding comfort according to claim 1 is characterized in that: earthquake isolating equipment (7) is installed at the bottom of the post of described unit framework post (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105372089A CN102011496B (en) | 2010-11-09 | 2010-11-09 | Assembled high-rise or super high-rise residential building with high safety and comfort |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105372089A CN102011496B (en) | 2010-11-09 | 2010-11-09 | Assembled high-rise or super high-rise residential building with high safety and comfort |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102011496A true CN102011496A (en) | 2011-04-13 |
| CN102011496B CN102011496B (en) | 2012-08-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010105372089A Expired - Fee Related CN102011496B (en) | 2010-11-09 | 2010-11-09 | Assembled high-rise or super high-rise residential building with high safety and comfort |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120892A (en) * | 2014-08-12 | 2014-10-29 | 朱小菊 | Ventilation building |
| CN104652849A (en) * | 2015-03-13 | 2015-05-27 | 沈昌 | Cross staggered floor residential building |
| CN110259189A (en) * | 2019-07-02 | 2019-09-20 | 贵州皆盈科技开发有限公司 | A kind of multi-storey building building structure |
| CN113123637A (en) * | 2021-05-20 | 2021-07-16 | 佛山市高明棕榈置业投资有限公司 | Y-shaped floor small house type space structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1144866A (en) * | 1996-03-14 | 1997-03-12 | 朱成 | Frame-type structure design and construction method for high-rise and super-high-rise building |
| CN1958984A (en) * | 2005-12-01 | 2007-05-09 | 清华大学建筑设计研究院 | Concrete complex building of steel meshwork framework, and construction procedure |
| CN101255718A (en) * | 2008-03-13 | 2008-09-03 | 同济大学 | Ultra-high layer combined wall dual structure architecture |
| CN101654925A (en) * | 2009-09-15 | 2010-02-24 | 清华大学建筑设计研究院 | Space fixing truss concrete construction and construction method thereof |
| CN201883708U (en) * | 2010-11-09 | 2011-06-29 | 夏昌 | Assembly-type high-rise or super high-rise residential building with high safety and comfort |
-
2010
- 2010-11-09 CN CN2010105372089A patent/CN102011496B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1144866A (en) * | 1996-03-14 | 1997-03-12 | 朱成 | Frame-type structure design and construction method for high-rise and super-high-rise building |
| CN1958984A (en) * | 2005-12-01 | 2007-05-09 | 清华大学建筑设计研究院 | Concrete complex building of steel meshwork framework, and construction procedure |
| CN101255718A (en) * | 2008-03-13 | 2008-09-03 | 同济大学 | Ultra-high layer combined wall dual structure architecture |
| CN101654925A (en) * | 2009-09-15 | 2010-02-24 | 清华大学建筑设计研究院 | Space fixing truss concrete construction and construction method thereof |
| CN201883708U (en) * | 2010-11-09 | 2011-06-29 | 夏昌 | Assembly-type high-rise or super high-rise residential building with high safety and comfort |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120892A (en) * | 2014-08-12 | 2014-10-29 | 朱小菊 | Ventilation building |
| CN104120892B (en) * | 2014-08-12 | 2016-08-17 | 汇张思建筑设计咨询（上海）有限公司 | Ventilate and build |
| CN104652849A (en) * | 2015-03-13 | 2015-05-27 | 沈昌 | Cross staggered floor residential building |
| CN110259189A (en) * | 2019-07-02 | 2019-09-20 | 贵州皆盈科技开发有限公司 | A kind of multi-storey building building structure |
| CN113123637A (en) * | 2021-05-20 | 2021-07-16 | 佛山市高明棕榈置业投资有限公司 | Y-shaped floor small house type space structure |
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| Publication number | Publication date |
|---|---|
| CN102011496B (en) | 2012-08-15 |
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