CN102852335A - Rapid molding method of temporary building - Google Patents
Rapid molding method of temporary building Download PDFInfo
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- CN102852335A CN102852335A CN2012104107634A CN201210410763A CN102852335A CN 102852335 A CN102852335 A CN 102852335A CN 2012104107634 A CN2012104107634 A CN 2012104107634A CN 201210410763 A CN201210410763 A CN 201210410763A CN 102852335 A CN102852335 A CN 102852335A
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- main stress
- temporary building
- molding method
- domes
- suspension cable
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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
In the structure engineering of humanity rescue and leisure, refuge, lavatory, school, dwelling and other building often need to be provided, be used for Interim use.For this purpose, prior art is: known have separating component complete or in groups, but these separating components become simple temporary building by the assembling mode product.Yet manufacturing process is usually comparatively cumbersome in the situation of the solution of prior art development level, and the structural element after the building dismounting can not be utilized again, causes waste.
Summary of the invention
Purpose of the present invention is exactly the quick molding method that the temporary building that a kind of structural system moulding is rapid, space availability ratio is high, economic benefit is high is provided for the defective that overcomes above-mentioned prior art existence.
Purpose of the present invention can be achieved through the following technical solutions:
A kind of quick molding method of temporary building, the method comprises:
1) make the required structural element of temporary building, described structural element comprises main stress strut and stressed little brace;
2) a plurality of main stress struts are hinged rotationally, and stressed little brace is fixed on predefined position, form the ramp structure that face is right-angled triangle;
3) a plurality of above-mentioned ramp structures are spliced, form the main stress structure of a tiling;
4) place suspension cable in the main stress structure;
5) stretch-draw suspension cable, the main stress shaping structures that makes tiling are domes, and the fixing two ends of domes;
6) the room membrane structure of setting up factories on the domes upper berth.
Described step 2) in a plurality of main stress struts hinged being specially rotationally: in advance in the boring of main stress strut end, between the hole of adjacent two main stress struts, intert a rigid pivoted, make the main stress strut hinged rotationally.
When described step 3) ramp structure being spliced, at first ramp structure is connected to the three-legged structure that section's face is isosceles triangle in twos, then a plurality of three-legged structures is spliced into the main stress structure of tiling.
Described step 4) path that places suspension cable in is calculated and is arranged according to predefined domes.
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, and economic benefit is high
Prefabricated rod member and suspension cable in the participation structure system, after bridge is finished using, as required, can perfect dismantle, pass through again last phase tidying up, repair, just can reuse after the preprocessing, greatly having shortened the waste of construction material, is low-carbon environment-friendly, has also brought considerable economic interests simultaneously.
2) member is replaceable, and is detachable
Main compressed member can adopt prefabrication to form in the structural system, pulls suspension cable and is simple and easy to ask, fast replacing that can support member, thereby from shortening in essence the engineering time of engineering.
3) the structural system moulding is rapid, and forming process is simply efficient
Only need the suspension cable by the stretch-draw ad-hoc location, structure is settled at one go, the arch that formation sets, 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, the fast construction moulding, not only structure construction procedure is safe and simple, and whole work progress rapidly and efficiently.
4) the structural system space availability ratio is high, and applicability is wide
Huge domes after the total system final molding, and inner arched only has some suspension cables, substantially do not affect the use in space so that the space availability ratio of this structural system can be near 100%, thereby so that this structural system can on market, obtain utilizing in a lot of places.
Description of drawings
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 behind the 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.
The specific embodiment
The present invention is described in detail below in conjunction with the drawings and specific embodiments.
Embodiment
A kind of quick molding method of temporary building, the method comprises:
1) make the required structural element of temporary building, described structural element comprises the parts such as main stress strut, stressed little brace and connecting rod;
2) a plurality of main stress struts 1 are hinged rotationally, and stressed little brace 2 is fixed on predefined position, form the ramp structure that face is right-angled triangle, as shown in Figure 1;
3) a plurality of above-mentioned ramp structures are spliced, form the main stress structure of a tiling:
At first to be connected in twos section's face as shown in Figure 2 be the three-legged structure of isosceles triangle to ramp structure, then a plurality of three-legged structures is spliced into the main stress structure of tiling, as shown in Figure 3;
4) place suspension cable in the main stress structure, the path that places suspension cable is calculated and is arranged according to predefined domes;
5) stretch-draw suspension cable, the main stress shaping structures that makes tiling are domes, as shown in Figure 4, and the fixing two ends of domes;
6) the room membrane structure of setting up factories on the domes upper berth, described factory building membrane structure can arrange different moulding according to actual needs, comprises fold-type membrane structure and smooth type membrane structure, such as Fig. 5-shown in Figure 6.Wherein, the smooth type membrane structure is simpler, and is therefore not high to the quality requirement of membrane structure, but little to the structural stability role; The 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 the 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 present embodiment only need to be by the suspension cable of stretch-draw ad-hoc location, structure is settled at one go, the arch that formation sets, 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, the fast construction moulding, not only structure construction procedure is safe and simple, and whole work progress rapidly and efficiently.
Claims (5)
1. the quick molding method of a temporary building is characterized in that, the method comprises:
1) make the required structural element of temporary building, described structural element comprises main stress strut and stressed little brace;
2) a plurality of main stress struts are hinged rotationally, and stressed little brace is fixed on predefined position, form the ramp structure that face is right-angled triangle;
3) a plurality of above-mentioned ramp structures are spliced, form the main stress structure of a tiling;
4) place suspension cable in the main stress structure;
5) stretch-draw suspension cable, the main stress shaping structures that makes tiling are domes, and the fixing two ends of domes;
6) the room membrane structure of setting up factories on the domes upper berth.
2. the quick molding method of a kind of temporary building according to claim 1, it is characterized in that, described step 2) in a plurality of main stress struts hinged being specially rotationally: hole in main stress strut end in advance, an interspersed rigid pivoted makes the main stress strut hinged rotationally between the hole of adjacent two main stress struts.
3. the quick molding method of a kind of temporary building according to claim 1, it is characterized in that, when described step 3) ramp structure being spliced, at first ramp structure is connected to the three-legged structure that section's face is isosceles triangle in twos, then a plurality of three-legged structures 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 the path calculate and arrange according to predefined domes.
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 true CN102852335A (en) | 2013-01-02 |
| CN102852335B CN102852335B (en) | 2015-05-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201210410763.4A Expired - Fee Related CN102852335B (en) | 2012-10-24 | 2012-10-24 | Rapid molding method of temporary building |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572834A (en) * | 2013-10-15 | 2014-02-12 | 江苏科技大学 | Large-span arch structure and construction method thereof |
Citations (3)
| 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 |
| US20100287847A1 (en) * | 2009-05-13 | 2010-11-18 | Smith David S | Collapsible temporary housing system stackable upon others for transport |
-
2012
- 2012-10-24 CN CN201210410763.4A patent/CN102852335B/en not_active Expired - Fee Related
Patent Citations (3)
| 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 |
| US20100287847A1 (en) * | 2009-05-13 | 2010-11-18 | Smith David S | Collapsible temporary housing system stackable upon others for transport |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572834A (en) * | 2013-10-15 | 2014-02-12 | 江苏科技大学 | Large-span arch structure and construction method thereof |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN102852335B (en) | 2015-05-20 |
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Granted publication date: 20150520 Termination date: 20171024 |
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