CN101302764B - Construction and design of building without underground foundation building - Google Patents
Construction and design of building without underground foundation building Download PDFInfo
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- CN101302764B CN101302764B CN2007101043682A CN200710104368A CN101302764B CN 101302764 B CN101302764 B CN 101302764B CN 2007101043682 A CN2007101043682 A CN 2007101043682A CN 200710104368 A CN200710104368 A CN 200710104368A CN 101302764 B CN101302764 B CN 101302764B
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Abstract
The invention discloses a construction and a design of the building having no underground foundation, which is characterized in that as long as the height of a building is lower or less than the width of the building, the whole underground foundation can be then spared with no need of designing and constructing the underground foundation; moreover, the building having no underground foundation has the same wind and shock resistance as a building having underground foundation. The construction and the design of the invention adopt the design of common steel concrete ground ring beams and can construct the building on the ground ring beams freely, based on the principle that when the height of a building is lower or less than the width of the building (like a matchbox which is kept flat), the building can not be pulled down forever. Therefore, the building designed according to the method is as firm as the building having underground foundation and can save 15 percent to 30 percent of material costs and 10 percent to 20 percent of the construction period compared with the building having the foundation and is also characterized by wind resistance, shock resistance, etc. As long as the height is lower or less than the width, any building can adopt the construction and design of the invention which even brings great imagination to the construction industry.
Description
Technical field
The present invention relates to a kind of construction and design of building, relate in particular to a kind of construction and design of building without underground foundation.
The invention characteristics
Along with the fast development of builing industry, the building of multiple style of architecture is more and more.For example: factory building, housing construction, communal facility building, sports building building etc.But no matter style of architecture has how various, a common ground is all arranged, that is exactly that building be unable to do without underground foundation, present all buildings all have requisite underground foundation, and (here our indication underground foundation is meant below the ground line, and be embedded in underground building foundation), and the main effect of underground foundation is: windproofly, anti-push over, antidetonation.
The present invention provides a kind of architectural design and building method that does not have underground foundation according to " matchbox " theory.
The present invention is intended to: the underground foundation of cancellation part building; Reduce building costs; Shorten the building operations duration, bring revolutionary invention to builing industry.
Advantage of the present invention
The present invention has given prominence to following advantage:
1, with have the underground foundation building the same firm.Wind resistance, anti-push over, function such as antidetonation with have the underground foundation building the same.
2, reduce 15%-30% than the cost that the underground foundation building is arranged.
3, than there being the underground foundation building construction period to shorten 10%-20%.
4, there is 80% building to be benefited in the daily building.
5, be adapted to most floor space greatly, highly short building.
6, bring new huge conception space to builing industry.
Theoretical foundation of the present invention
(for example: the matchbox that is standing), this building is easy to be pushed over when the maximum height of building is higher than or greater than its Breadth Maximum.Otherwise, when the maximum height of building is lower than or (for example: the matchbox that keeps flat), this building just can not be pushed over during less than its minimum widith.
According to above-mentioned theory, we can remove underground foundation to the building that quite a few building height size is far smaller than width dimensions fully in design.On ground line, make corresponding collar tie beam with common mixed steel work, can build various buildings in the above.
Invention step and embodiment
Design of the present invention and construction step are as follows:
1, design drawing.At first selected its building height will be lower than or less than the house of planning to build of width.Architectural design gets final product putting routinely before this.
2, make the ground collar tie beam.According to the fabric structure requirement, by its hard wall shaped design and construction ground collar tie beam.The thickness of ground collar tie beam is 5% of its depth of building, and width is 10% of a depth of building.The ground collar tie beam mixes earth ratio (seeing embodiment for details).
3, the interface of ground collar tie beam and building body.In the architectural process, make collar tie beam and building body and will leave interface, interface selects for use diameter 5mm-10cm reinforcing bar to get final product.(seeing embodiment for details)
4, ground collar tie beam freezing period.The solid phase of ground collar tie beam is 15-20 days.
5, main building is with conventional design with build identical.
6, check and accept.Build qualified examination by national regulation.
7, be delivered for use.
Description of drawings
1, Fig. 1 is a ground framework sectional view.
Annotate: 1. three floors, 18 every layer.
2. high 12 meters, wide 20 meters of building, long 60 meters.
3. collar tie beam is wide 1 meter, high 50 centimetres.
4. steel and concrete structure.
5. the roof is red color steel watt, white wall.
2, Fig. 2 is ground frame plane figure.
Claims (5)
1. a building of not having underground foundation is characterized in that, design and the process of building are as follows:
At first, select the building of its building height less than the building width; Then, design common steel reinforced concrete ground ring beam again according to its height and the width, the ground collar tie beam adopts common steel and concrete structure, and the building interface that the ground collar tie beam links to each other with main building contains reinforcing bar; The ground collar tie beam solidified after 15-20 days can directly build main building in the above, is delivered for use after building qualified examination by country after main building is finished.
2. a kind of building of not having underground foundation according to claim 1 is characterized in that: do not have underground foundation, need not simultaneously underground basis is designed.
3. a kind of building of not having underground foundation according to claim 1 is characterized in that: adopt common steel reinforced concrete ground ring beam.
4. a kind of building of not having underground foundation according to claim 1, it is characterized in that: collar tie beam leaves the interface with main building, and interface adopts reinforcing bar to connect.
5. a kind of building of not having underground foundation according to claim 1 is characterized in that: save the 15%-30% cost than routine building, and shorten the construction period of 10%-20%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101043682A CN101302764B (en) | 2007-05-10 | 2007-05-10 | Construction and design of building without underground foundation building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007101043682A CN101302764B (en) | 2007-05-10 | 2007-05-10 | Construction and design of building without underground foundation building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101302764A CN101302764A (en) | 2008-11-12 |
| CN101302764B true CN101302764B (en) | 2010-06-02 |
Family
ID=40112833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007101043682A Expired - Fee Related CN101302764B (en) | 2007-05-10 | 2007-05-10 | Construction and design of building without underground foundation building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101302764B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499727B (en) * | 2014-12-02 | 2016-08-24 | 兰州理工大学 | The construction method of formula without anchor of Structure Added by Light-weight Steel Storey transformation |
| CN105735334A (en) * | 2016-03-01 | 2016-07-06 | 沈阳建筑大学 | Separate house cross-shaped concrete foundation formed through concrete grooves in pouring manner |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2158898Y (en) * | 1993-07-17 | 1994-03-16 | 陈保胜 | Caselike folding movable room |
| CN2594319Y (en) * | 2002-05-30 | 2003-12-24 | 宁裕忠 | Wall basement on expansive soil foundation |
| CN1804239A (en) * | 2006-01-16 | 2006-07-19 | 中国矿业大学 | Construction method for deformation resistant building foundation in subsidence area |
-
2007
- 2007-05-10 CN CN2007101043682A patent/CN101302764B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2158898Y (en) * | 1993-07-17 | 1994-03-16 | 陈保胜 | Caselike folding movable room |
| CN2594319Y (en) * | 2002-05-30 | 2003-12-24 | 宁裕忠 | Wall basement on expansive soil foundation |
| CN1804239A (en) * | 2006-01-16 | 2006-07-19 | 中国矿业大学 | Construction method for deformation resistant building foundation in subsidence area |
Non-Patent Citations (2)
| Title |
|---|
| JP特开2004-100265A 2004.04.02 |
| JP特开2006-342543A 2006.12.21 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101302764A (en) | 2008-11-12 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20150510 |
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| EXPY | Termination of patent right or utility model |