CN103321450A - Typhoon-resistant reinforcing treatment method for color prefabricated houses - Google Patents
Typhoon-resistant reinforcing treatment method for color prefabricated houses Download PDFInfo
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- CN103321450A CN103321450A CN2013102519140A CN201310251914A CN103321450A CN 103321450 A CN103321450 A CN 103321450A CN 2013102519140 A CN2013102519140 A CN 2013102519140A CN 201310251914 A CN201310251914 A CN 201310251914A CN 103321450 A CN103321450 A CN 103321450A
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Abstract
The invention discloses a typhoon-resistant reinforcing treatment method for color prefabricated houses. The typhoon-resistant reinforcing treatment method is characterized by steps of 1, setting buried anchor bars on the ground under front and back cornices of a color prefabricated house and reserving steel wire rope fixing holes at ends of the buried anchor bars protruded from the ground, 2, arranging steel pipes of the diameter phi of 48mm longitudinally at lower force-bearing positions along the direction perpendicular to the roof boarding from ends of the cornices and taking the steel pipes as longitudinal horizontal struts for temporary stabilization, 3, arranging the steel pipes of the diameter phi of 48mm on the longitudinal horizontal struts in the direction perpendicular to the longitudinal horizontal struts and taking the steel pipes as transverse horizontal struts, 4, winding joints of the longitudinal horizontal struts and the transverse horizontal struts by long steel wire ropes so as to fix the same, and 5, arranging anti-collision signs. By the typhoon-resistant reinforcing treatment method for the color prefabricated houses, firmness of the color prefabricated houses is guaranteed during typhoon, safety of personal and property are guaranteed, maintenance of the color prefabricated houses after being damaged by typhoon each time is omitted, and waste of resources is avoided.
Description
Technical field
The present invention relates to house typhoon protection technical field, especially relate to the anti-platform consolidation process technology in colored steel room, is that typhoon, large wind process method are effectively resisted in a kind of colored steel room.
Background technology
Conventional colored steel room reinforces, and often adopts self-contained stayed mast to carry out fastening, has only satisfied the homeostasis demand; During typhoon, the dependence such as roofing, exterior wall self rivet and typhoon contend with.Each typhoon one mistake, impaired the lighter needs the colored steel room is reinforced again; Severe one need be built the colored steel room again.
Often log in the area for the coastal typhoon that waits, anti-platform is an emphasis, the interim colored steel room of especially on engineering, building, and difficult point especially.The colored steel room that reinforces according to conventional method or adopt the simple colored steel room that reinforces of iron wire, after each experience typhoon, all can suffer in various degree damage in addition with roofing throw, metope blows down, and causes serious loss.
Certain super-huge iron and steel villager Relocation and Settlement residential quarter projects, in building the resettlement residential quarter, the colored steel room is erected with seats up to a hundred, and each typhoon all has the colored steel room and is wiped out situation; Because resettlement residential quarter construction period is longer, the colored steel room whenever can experience several times typhoon every year, according to a conventional method the colored steel room is reinforced, and is difficult to guarantee that the colored steel room is not damaged in typhoon.
Summary of the invention
Purpose of the present invention is exactly the problem that exists for prior art, provide the colored steel room to prevent the platform reinforcing and processing method, for strengthening colored steel room opposing typhoon ability, guarantee safety, the Cost reduction overlapping investment of human, financial, and material resources, change conventional colored steel room self fastening screw reinforcing, iron wire Simplified Method of Strengthening, adopt two-way steel pipe as uniform depression bar, utilize steel wire and buried dowel to link the treatment measures of reinforcing, guarantee that the colored steel room is not damaged in typhoon.
The object of the present invention is achieved like this: the platform reinforcing and processing method is prevented in the colored steel room, it is characterized in that: carry out according to the following steps:
1, buried dowel is set: on the vertical lower ground of before and after the colored steel room, cornicing, interval 3600mm arranges buried dowel, buried dowel surpasses the front and back approximately 100mm that cornices, and buried dowel give prominence to ground 50～100mm, and in the fixing wire rope aperture of buried dowel outstanding termination, ground reservation.Described buried dowel according to ground soil property situation, or is directly implanted reinforcing bar or the reinforced concrete foundation counterweight is set at soil layer, and reserves dowel.
2, the vertical equity depression bar is set: vertical roof panel direction is vertically placed Φ 48mm steel pipe in load position, bottom from the end of cornicing, the interval is 1500mm approximately, stablize as the vertical equity depression bar, vertical equity depression bar lap position can adopt fastener or iron wire to link temporarily.
3, the transverse horizontal depression bar is set: at piecemeal wall and wall middle part C shaped steel stud is arranged, place horizontal Φ 48mm steel pipe at vertical equity depression bar upper vertical vertical equity depression bar, the interval is 1800mm approximately, as the transverse horizontal depression bar, 100～the 200mm that cornices after in face of the outstanding colored steel house of transverse horizontal depression bar, and link with bottom vertical equity depression bar.
4, fixing wire rope: adopt elongated wire rope, twine firmly in vertical and horizontal horizontal struts junction, establish a latch closure in the outstanding end of cornicing of front and back transverse horizontal depression bar and hang down to buried dowel position, adopt the U-shape lock button that the buried dowel of wire rope and outstanding ground is linked firmly.
5, crashproof sign is set: with before buried dowel is connected, wear pvc pipe at wire rope at wire rope, and be coated with the colored marking lacquer at the PVC plastic pipe, in case the workman collides wire rope.The high approximately 1800mm of PVC plastic pipe, the workman is convenient to identification and is got final product.
Compared with prior art, advantage of the present invention is: guarantee the fastness of colored steel room when typhoon comes, guarantee the safety of human, financial, and material resources, avoided each typhoon again to keep in repair the colored steel room later, resource avoids waste.Reinforcement material can also be reused, and has saved material and cost.
Description of drawings
Fig. 1: the anti-platform in colored steel room is reinforced side elevational view.
Among the figure: 1, buried dowel 2, crashproof sign 3, wire rope 4, vertical equity depression bar 5, transverse horizontal depression bar.
The specific embodiment
For further describing the present invention, the invention will be further described below in conjunction with embodiment and accompanying drawing.
As shown in the figure, the platform reinforcing and processing method is prevented in the colored steel room, it is characterized in that: carry out according to the following steps:
1, buried dowel 1 is set: on the vertical lower ground of before and after the colored steel room, cornicing, interval 3600mm arranges buried dowel 1, buried dowel 1 surpasses the front and back approximately 100mm that cornices, buried dowel 1 outstanding ground 50～100mm, and reserve fixedly wire rope 3 apertures in buried dowel 1 outstanding termination, ground.Described buried dowel 1 according to ground soil property situation, or is directly implanted reinforcing bar or the reinforced concrete foundation counterweight is set at soil layer, and reserves dowel.
2, vertical equity depression bar 4 is set: vertical roof panel direction is vertically placed Φ 48mm steel pipe in load position, bottom from the end of cornicing, the interval is 1500mm approximately, stablize as vertical equity depression bar 4, vertical equity depression bar 4 lap positions can adopt fastener or iron wire to link temporarily.
3, transverse horizontal depression bar 5 is set: at piecemeal wall and wall middle part C shaped steel stud is arranged, place horizontal Φ 48mm steel pipe at vertical equity depression bar upper vertical vertical equity depression bar 4, the interval is 1800mm approximately, as transverse horizontal depression bar 5,100～the 200mm that cornices after in face of the outstanding colored steel houses of transverse horizontal depression bar 5, and link with bottom vertical equity depression bar 4.
4, fixing wire rope 3: adopt elongated wire rope 3, twine firmly in vertical and horizontal horizontal struts 4,5 junctions, establish a latch closure in front and back transverse horizontal depression bar 5 outstanding ends of cornicing and hang down to buried dowel 1 position, adopt the U-shape lock button that the buried dowel 1 in wire rope 3 and outstanding ground is linked firmly.
5, crashproof sign 2 is set: with before buried dowel 1 is connected, wear pvc pipe at wire rope 3 at wire rope 3, and be coated with the colored marking lacquer at the PVC plastic pipe, in case the workman collides wire rope 3.The high approximately 1800mm of PVC plastic pipe, the workman is convenient to identification and is got final product.
Certain super-huge iron and steel villager Relocation and Settlement residential quarter projects, the colored steel room that adopts the present invention to reinforce has experienced repeatedly typhoon and without damage, has avoided repeating to reprocess the colored steel room.Simultaneously, guaranteed the safety of human, financial, and material resources, successful.
Claims (1)
1. the platform reinforcing and processing method is prevented in the colored steel room, it is characterized in that: carry out according to the following steps:
1), buried dowel (1) is set: on the vertical lower ground of before and after the colored steel room, cornicing, interval 3600mm arranges buried dowel (1), buried dowel (1) surpasses the front and back approximately 100mm that cornices, buried dowel (1) is given prominence to ground 50～100mm, and reserves fixedly wire rope (3) aperture in the outstanding termination, ground of buried dowel (1).Described buried dowel (1) according to ground soil property situation, or is directly implanted reinforcing bar or the reinforced concrete foundation counterweight is set at soil layer, and reserves dowel.
2), vertical equity depression bar (4) is set: vertical roof panel direction is vertically placed Φ 48mm steel pipe in load position, bottom from the end of cornicing, the interval is 1500mm approximately, stablize as vertical equity depression bar (4), vertical equity depression bar (4) lap position can adopt fastener or iron wire to link temporarily.
3), transverse horizontal depression bar (5) is set: at piecemeal wall and wall middle part C shaped steel stud is arranged, place horizontal Φ 48mm steel pipe at vertical equity depression bar (4) upper vertical vertical equity depression bar (4), the interval is 1800mm approximately, as transverse horizontal depression bar (5), 100～the 200mm that cornices after in face of the outstanding colored steel house of transverse horizontal depression bar (5), and link with bottom vertical equity depression bar (4).
4), fixing wire rope (3): adopt elongated wire rope (3), twine firmly in vertical and horizontal horizontal struts (4,5) junction, establish a latch closure in the outstanding end of cornicing of front and back transverse horizontal depression bars (5) and hang down to buried dowel (1) position, adopt the U-shape lock button that wire rope (3) and the buried dowel in outstanding ground (1) are linked firmly.
5), crashproof sign (2) is set:, wear pvc pipe at wire rope (3), and be coated with the colored marking lacquer at the PVC plastic pipe, in case the workman collides wire rope (3) with before buried dowel (1) is connected at wire rope (3).The high approximately 1800mm of PVC plastic pipe, the workman is convenient to identification and is got final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102519140A CN103321450A (en) | 2013-06-24 | 2013-06-24 | Typhoon-resistant reinforcing treatment method for color prefabricated houses |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102519140A CN103321450A (en) | 2013-06-24 | 2013-06-24 | Typhoon-resistant reinforcing treatment method for color prefabricated houses |
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| CN103321450A true CN103321450A (en) | 2013-09-25 |
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| CN2013102519140A Pending CN103321450A (en) | 2013-06-24 | 2013-06-24 | Typhoon-resistant reinforcing treatment method for color prefabricated houses |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103629497A (en) * | 2013-11-29 | 2014-03-12 | 国家电网公司 | Wind-resistant bracket of high-altitude test robot |
| CN105201223A (en) * | 2015-10-20 | 2015-12-30 | 浙江乔兴建设集团有限公司 | Windproof reinforcing structure used for temporary board houses on soil |
| CN106836931A (en) * | 2017-03-13 | 2017-06-13 | 中国十七冶集团有限公司 | The coastal big facility typhoon protection that faces of engineering reinforces locking means |
| CN108625481A (en) * | 2018-05-16 | 2018-10-09 | 中国水利水电第四工程局有限公司 | A kind of movable plank house typhoon protection device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007321499A (en) * | 2006-06-02 | 2007-12-13 | Venture Bolt:Kk | Reinforcing device of wooden framework house |
| CN202324688U (en) * | 2011-12-01 | 2012-07-11 | 雅致集成房屋股份有限公司 | Disaster relief placement mobile house |
| CN202530816U (en) * | 2011-12-19 | 2012-11-14 | 中建三局第一建设工程有限责任公司 | A hurricane-shielding reinforcing device of a prefabricated house |
| CN202645037U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Anti-typhoon simple and easy protection device for movable board room |
-
2013
- 2013-06-24 CN CN2013102519140A patent/CN103321450A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007321499A (en) * | 2006-06-02 | 2007-12-13 | Venture Bolt:Kk | Reinforcing device of wooden framework house |
| CN202324688U (en) * | 2011-12-01 | 2012-07-11 | 雅致集成房屋股份有限公司 | Disaster relief placement mobile house |
| CN202530816U (en) * | 2011-12-19 | 2012-11-14 | 中建三局第一建设工程有限责任公司 | A hurricane-shielding reinforcing device of a prefabricated house |
| CN202645037U (en) * | 2012-06-19 | 2013-01-02 | 中国十七冶集团有限公司 | Anti-typhoon simple and easy protection device for movable board room |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103629497A (en) * | 2013-11-29 | 2014-03-12 | 国家电网公司 | Wind-resistant bracket of high-altitude test robot |
| CN103629497B (en) * | 2013-11-29 | 2016-03-02 | 国家电网公司 | The wind resistant support of altitude test robot |
| CN105201223A (en) * | 2015-10-20 | 2015-12-30 | 浙江乔兴建设集团有限公司 | Windproof reinforcing structure used for temporary board houses on soil |
| CN106836931A (en) * | 2017-03-13 | 2017-06-13 | 中国十七冶集团有限公司 | The coastal big facility typhoon protection that faces of engineering reinforces locking means |
| CN108625481A (en) * | 2018-05-16 | 2018-10-09 | 中国水利水电第四工程局有限公司 | A kind of movable plank house typhoon protection device |
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Application publication date: 20130925 |