CN102852335B - Rapid molding method of temporary building - Google Patents
Rapid molding method of temporary building Download PDFInfo
- Publication number
- CN102852335B CN102852335B CN201210410763.4A CN201210410763A CN102852335B CN 102852335 B CN102852335 B CN 102852335B CN 201210410763 A CN201210410763 A CN 201210410763A CN 102852335 B CN102852335 B CN 102852335B
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- main stress
- temporary building
- molding method
- suspension cable
- domes
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Abstract
The invention relates to a rapid molding method of a temporary building. The method comprises the following steps of: (1) manufacturing a structural member needed by the temporary building, wherein the structural member comprises main stress supporting rods and a stress small inclined rod; (2) rotatably hinging the plurality of main stress supporting rods and fixing the stress small inclined rod at a pre-set position to form inclined slope structures with a right-angle triangular face; (3) splicing the plurality of inclined slope structures to form a flatly-paved main stress structure; (4) threading a suspension cable on the main stress structure; (5) tensioning the suspension cable and molding the flatly-paved main stress structure into an arch-shaped structure; and fixing the two ends of the arch-shaped structure; and (6) paving a factory film structure on the arch-shaped structure. Compared with the prior art, the rapid molding method has the advantages of rapid molding of a structure system, high space utilization rate, high economic benefits and the like.
Description
Technical field
The present invention relates to a kind of camber arch forming method, especially relate to a kind of quick molding method of temporary building.
Background technology
Humanity rescue and leisure structure engineering in, often need to provide refuge, lavatory, school, dwelling and other building, for Interim use.For this purpose, prior art is: there will be a known separating component complete or in groups, and these separating components can become simple temporary building by product by assembling mode.But manufacturing process is usually comparatively cumbersome when the solution of prior art development level, the structural element after building dismounting can not be utilized again, causes waste.
Summary of the invention
Object of the present invention is exactly provide to overcome defect that above-mentioned prior art exists that a kind of structural system is shaping rapidly, space availability ratio is high, the quick molding method of the temporary building of high financial profit.
Object of the present invention can be achieved through the following technical solutions:
A quick molding method for temporary building, the method comprises:
1) make the structural element needed for temporary building, described structural element comprises main stress strut and stressed little brace;
2) by hinged rotationally for multiple main stress strut, and stressed little brace is fixed on the position preset, forms the ramp structure that a section is right-angled triangle;
3) multiple above-mentioned ramp structure is spliced, form the main stress structure of a tiling;
4) in main stress structure, suspension cable is placed;
5) stretch-draw suspension cable, makes the main stress shaping structures of tiling be domes, and the two ends of fixing domes;
6) to set up factories on domes upper berth room membrane structure.
Described step 2) in be specially hinged rotationally for multiple main stress strut: in advance main stress strut end boring, between the hole of adjacent two main stress struts intert a rigid pivoted, make main stress strut hinged rotationally.
Described step 3) in when ramp structure is spliced, first ramp structure is connected to the three-legged structure that section is isosceles triangle between two, then multiple three-legged structure is spliced into the main stress structure of tiling.
Described step 4) in place suspension cable path calculate according to the domes preset and arrange.
Described factory building membrane structure comprises fold-type membrane structure and smooth type membrane structure.
Compared with prior art, the present invention has the following advantages:
1) structural element is reusable, low-carbon environment-friendly, high financial profit
Prefabricated rod member in participation structure system and suspension cable, after bridge is finished using, as required, perfect can dismantle, then through last phase tidying up, repair, just can reuse after preprocessing, substantially reducing the waste of construction material, is low-carbon environment-friendly, also brings considerable economic interests simultaneously.
2) component is replaceable, detachably
In structural system, main compressed member can adopt prefabrication to form, and pulls suspension cable and is simple and easy to ask, can the quick replacement of support member, thus inherently shortens the engineering time of engineering.
3) structural system is rapidly shaping, and forming process is simply efficient
Only need the suspension cable by stretch-draw ad-hoc location, structure can be made to settle at one go, form the arch set, then two ends are fixed, form the camber arch structure of an integral tension formula, do not need the heavy construction apparatuses such as crane, fast construction is shaping, not only structure construction procedure is safe and simple, and whole work progress rapidly and efficiently.
4) structural system space availability ratio is high, and applicability is wide
Huge domes after total system final molding, and inner arched only has some suspension cables, substantially do not affect the use in space, make the space availability ratio of this structural system close to 100%, thus this structural system can commercially be utilized in a lot of place.
Accompanying drawing explanation
Fig. 1 is ramp structure schematic diagram of the present invention;
Fig. 2 is three-legged structure schematic diagram of the present invention;
Fig. 3 is main stress structural representation of the present invention;
Fig. 4 is the domes schematic diagram after stretch-draw suspension cable of the present invention;
Fig. 5 is a kind of temporary building structural representation of final molding of the present invention;
Fig. 6 is the another kind of temporary building structural representation of final molding of the present invention.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
Embodiment
A quick molding method for temporary building, the method comprises:
1) make the structural element needed for temporary building, described structural element comprises the parts such as main stress strut, stressed little brace and connecting rod;
2) by hinged rotationally for multiple main stress strut 1, and stressed little brace 2 is fixed on the position preset, forms the ramp structure that a section is right-angled triangle, as shown in Figure 1;
3) multiple above-mentioned ramp structure is spliced, forms the main stress structure of a tiling:
First ramp structure is connected to section as shown in Figure 2 is between two the three-legged structure of isosceles triangle, then multiple three-legged structure is spliced into the main stress structure of tiling, as shown in Figure 3;
4) in main stress structure, place suspension cable, the path placing suspension cable calculates according to the domes preset and arranges;
5) stretch-draw suspension cable, makes the main stress shaping structures of tiling be domes, as shown in Figure 4, and the two ends of fixing domes;
6) set up factories on domes upper berth room membrane structure, described factory building membrane structure can arrange different moulding according to actual needs, comprises fold-type membrane structure and smooth type membrane structure, as shown in Fig. 5-Fig. 6.Wherein, smooth type membrane structure is comparatively simple, therefore not high to the quality requirement of membrane structure, but little to structural stability role; Fold-type membrane structure not only can play the bridging effect that general membrane structure can be born, and can participate in stressed, therefore higher to membrane structure quality requirement, but can play partial action to the stability of main stress structure.
The quick molding method of the temporary building of the present embodiment only needs the suspension cable by stretch-draw ad-hoc location, structure can be made to settle at one go, form the arch set, then two ends are fixed, form the camber arch structure of an integral tension formula, do not need the heavy construction apparatuses such as crane, fast construction is shaping, not only structure construction procedure is safe and simple, and whole work progress rapidly and efficiently.
Claims (5)
1. a quick molding method for temporary building, is characterized in that, the method comprises:
1) make the structural element needed for temporary building, described structural element comprises main stress strut and stressed little brace;
2) by hinged rotationally for multiple main stress strut, and stressed little brace is fixed on the position preset, forms the ramp structure that a section is right-angled triangle;
3) multiple above-mentioned ramp structure is spliced, form the main stress structure of a tiling;
4) in main stress structure, suspension cable is placed;
5) stretch-draw suspension cable, makes the main stress shaping structures of tiling be domes, and the two ends of fixing domes;
6) to set up factories on domes upper berth room membrane structure.
2. the quick molding method of a kind of temporary building according to claim 1, it is characterized in that, described step 2) in be specially hinged rotationally for multiple main stress strut: hole in main stress strut end in advance, between the hole of adjacent two main stress struts, an interspersed rigid pivoted, makes main stress strut hinged rotationally.
3. the quick molding method of a kind of temporary building according to claim 1, it is characterized in that, described step 3) in when ramp structure is spliced, first ramp structure is connected to the three-legged structure that section is isosceles triangle between two, then multiple three-legged structure is spliced into the main stress structure of tiling.
4. the quick molding method of a kind of temporary building according to claim 1, is characterized in that, described step 4) in place suspension cable path calculate according to the domes preset and arrange.
5. the quick molding method of a kind of temporary building according to claim 1, is characterized in that, described factory building membrane structure comprises fold-type membrane structure and smooth type membrane structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210410763.4A CN102852335B (en) | 2012-10-24 | 2012-10-24 | Rapid molding method of temporary building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210410763.4A CN102852335B (en) | 2012-10-24 | 2012-10-24 | Rapid molding method of temporary building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102852335A CN102852335A (en) | 2013-01-02 |
| CN102852335B true CN102852335B (en) | 2015-05-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210410763.4A Expired - Fee Related CN102852335B (en) | 2012-10-24 | 2012-10-24 | Rapid molding method of temporary building |
Country Status (1)
| Country | Link |
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| CN (1) | CN102852335B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572834B (en) * | 2013-10-15 | 2016-01-06 | 江苏科技大学 | A kind of large-span arch structure and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008014587A1 (en) * | 2006-07-31 | 2008-02-07 | Altus Engineering Ltd. | System and method for modular construction of a dome structure and assembly components for facilitating same |
| CN101506449A (en) * | 2006-06-28 | 2009-08-12 | 弗莱克斯-厄彼理蒂概念公司 | Apparatus and methods of forming a curved structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8613166B2 (en) * | 2009-05-13 | 2013-12-24 | The David S. Smith Irrevocable Trust | Collapsible temporary housing system stackable upon others for transport |
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2012
- 2012-10-24 CN CN201210410763.4A patent/CN102852335B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101506449A (en) * | 2006-06-28 | 2009-08-12 | 弗莱克斯-厄彼理蒂概念公司 | Apparatus and methods of forming a curved structure |
| WO2008014587A1 (en) * | 2006-07-31 | 2008-02-07 | Altus Engineering Ltd. | System and method for modular construction of a dome structure and assembly components for facilitating same |
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| Publication number | Publication date |
|---|---|
| CN102852335A (en) | 2013-01-02 |
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Granted publication date: 20150520 Termination date: 20171024 |
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