CN103306479A - Long-length overhang trusswork high form hanger system - Google Patents
Long-length overhang trusswork high form hanger system Download PDFInfo
- Publication number
- CN103306479A CN103306479A CN2013102852800A CN201310285280A CN103306479A CN 103306479 A CN103306479 A CN 103306479A CN 2013102852800 A CN2013102852800 A CN 2013102852800A CN 201310285280 A CN201310285280 A CN 201310285280A CN 103306479 A CN103306479 A CN 103306479A
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- China
- Prior art keywords
- encorbelmenting
- fixed
- concrete truss
- pin concrete
- shaped steel
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- 239000004567 concrete Substances 0.000 claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000002965 rope Substances 0.000 claims abstract description 12
- 230000001681 protective Effects 0.000 claims description 15
- 238000009415 formwork Methods 0.000 claims description 13
- 238000009416 shuttering Methods 0.000 claims description 11
- 239000003063 flame retardant Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 229910052742 iron Inorganic materials 0.000 description 6
- 239000011295 pitch Substances 0.000 description 3
- 230000003247 decreasing Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
- 231100000817 safety factor Toxicity 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The invention discloses a long-length overhang trusswork high form hanger system comprising an upper truss body and a lower truss body. The lower truss body comprises an upper-supported steel cantilever beam, a lower-supported steel bracket, a pull-up steel wire rope and a lower frame concrete truss. The long-length overhang trusswork high form hanger system has the advantages that construction efficiency is greatly improved, input of revolving materials is reduced, production cost is saved, building time is reduced, and unit time availability of machinery and staff is increased.
Description
Technical field
The present invention relates to a kind of support system, especially overlength cantilever frame structure high-altitude formwork bracing system.
Background technology
Load-bearing scaffold great majority are for landing all round victory scaffold in construction experience in the past, the position height reaches 55 meters but this engineering is encorbelmented, the frame that lands needs to take root from basement roof, also need return back to top under the basement roof, support body vertical pole ' s span, horizon bar spacing, bridging, enhancement Layer, socket a little etc. and all need be multiplied, and safety factor is lower, and the cost expenditure is bigger.
Summary of the invention
The technical problem to be solved in the present invention provides a kind of overlength cantilever frame structure high-altitude formwork bracing system.
The present invention is achieved through the following technical solutions.
A kind of overlength cantilever frame structure high-altitude formwork bracing system, comprise top support body and bottom support body, above-mentioned bottom support body comprises the shaped steel beam of encorbelmenting, under support the shaped steel bracket, on draw wire rope, following Pin concrete truss, above-mentioned top support body comprises the load-bearing support for shuttering, outer protective frame, last Pin concrete truss, the above-mentioned shaped steel Liang Yiduan that encorbelments is fixed on above-mentioned down Pin concrete truss top and stretches out above-mentioned Pin concrete truss top down, the bottom of the above-mentioned shaped steel of support down bracket is fixed on above-mentioned Pin concrete truss middle part down, the top is fixed on the above-mentioned beam bottom of encorbelmenting, above-mentioned down support shaped steel bracket prolongs the above-mentioned beam of encorbelmenting and stretches out direction and tilt from bottom to top, above-mentioned wire rope bottom is fixed on the above-mentioned back portion of encorbelmenting, the top is fixed on the above-mentioned Pin concrete truss bottom of going up, above-mentioned load-bearing support for shuttering top is fixed on the above-mentioned Pin concrete truss of going up, the bottom is fixed on the above-mentioned beam of encorbelmenting, above-mentioned outer protective frame is arranged on the above-mentioned load-bearing support for shuttering outside, its top is fixed on the above-mentioned Pin concrete truss of going up, and the bottom is fixed on the above-mentioned beam of encorbelmenting.
Further, the above-mentioned beam upper surface of encorbelmenting is equipped with the multilayer proofing plate.
Further, the above-mentioned Liang Yiduan of encorbelmenting is fixed on above-mentioned Pin concrete truss top down by the beam anchor ring of encorbelmenting.
Further, overwork the flame-retardant fine mesh safety net outside the above-mentioned outer protective frame.
Beneficial effect of the present invention:
The use of overlength cantilever frame structure high-altitude formwork bracing system has improved efficiency of construction greatly, reduce the input of circulation material, saved cost, make and set up time decreased, improve machinery and personnel's unit interval utilization rate, and then guaranteed site safety, quality and the duration of this position construction.
Description of drawings
Fig. 1 is the structural representation of overlength cantilever frame structure of the present invention high-altitude formwork bracing system.
The specific embodiment
The present invention is described in further detail with embodiment with reference to the accompanying drawings below.
Fig. 1 is the structural representation of overlength cantilever frame structure of the present invention high-altitude formwork bracing system, and with reference to Fig. 1, the present invention chooses the tree crown moulding building in certain hotel as case study on implementation.Overlength cantilever frame structure high-altitude formwork bracing system, comprise top support body and bottom support body, above-mentioned bottom support body comprises the shaped steel beam 1 of encorbelmenting, under support shaped steel bracket 2, on draw wire rope 3, following Pin concrete truss 4, the top support body comprises load-bearing support for shuttering 5, outer protective frame 6, last Pin concrete truss 7, shaped steel beam 1 one ends of encorbelmenting are fixed on down Pin concrete truss 4 tops by the beam anchor ring 12 of encorbelmenting and stretch out down Pin concrete truss 4 tops, beam 1 upper surface of encorbelmenting is equipped with multilayer proofing plate 10, the bottom of supportting shaped steel bracket 2 down is fixed on down Pin concrete truss 4 middle parts, the top is fixed on beam 1 bottom of encorbelmenting, under support shaped steel bracket 2 and prolong the beam 1 of encorbelmenting and stretch out direction and tilt from bottom to top, wire rope 3 bottoms are fixed on beam 1 top of encorbelmenting, the top is fixed on Pin concrete truss 7 bottoms, load-bearing support for shuttering 5 tops are fixed on Pin concrete truss 7, the bottom is fixed on the beam 1 of encorbelmenting, outer protective frame 6 is arranged on load-bearing support for shuttering 5 outsides, its top is fixed on Pin concrete truss 7, the bottom is fixed on the beam 1 of encorbelmenting, and flame-retardant fine mesh safety net 60 is overworked in outer protective frame 6 outsides.
For this building, particularly, the beam 1 of encorbelmenting is selected the common 20# i iron of GB for use, chooses 5.8m, inboard anchoring 6.2m.Level interval 1.2m, one-sided 20.Outrigger anchor ring 12 is provided with two, between solid length be no less than 30cm, the first road outrigger anchor ring 12 is located in the side bar scope, the second road outrigger anchor ring 12 sets firmly and is not less than 20 diameter bar dowels and strengthens.
Under support shaped steel bracket 2 and adopt 14# i iron brackets to prop up the top, a position, top is apart from the limit beam 1 outer rim 4.6m that encorbelments, pre-buried 250*300*10 steel plate embedded part is as the bracket buried plate during construction of its bottom, the bracket top arranges the thick end plate of 250*200*10, firm welding up and down.
Wire rope 3 adopts on 2 6*37+17.5mm wire rope (f=1700N/mm2) and draws, pre-buried pair of HPB235*25 round steel draw ring in wire rope and the structural concrete, and diameter 32mm flower basket bolt is regulated length, and wire line shoe is fixed, and every end is no less than 3 wire clips.Every building external corner is set up on two 14mm of the place wire rope and is drawn, the distortion of control bight.
The 20# i iron arranges elongated horizontal connection rod member four roads, and distance structure limit 1m, 2.2m arrange the 10# channel-section steel respectively, and 20# i iron termination arranges the contact of twice 16# i iron, the usefulness of taking root as outer protective frame simultaneously.
Adopt short steel pipes to be connected firmly one by one between load-bearing support for shuttering 5, the outer protective frame 6.Load-bearing support for shuttering 5 longitudinal pitches are not more than 1.2m (according to i iron outrigger position), and horizontal spacing is determined according to form of structure.Outer protective frame 6 longitudinal pitch 1.5m, array pitch 0.85m.
Outer protective frame 6 outsides completely hang flame-retardant fine mesh safety net 60, and the plane whenever is no more than the full eye blanket net greatly of hanging of 10m and operation layer below.
Operating procedure:
Hard protection laying → pre-buried wire rope draw ring under all round victory scaffold and the outer protective frame → outer protective frame linked network → beam of encorbelmenting (10 layer concretes are built preceding) → oblique rollering steel silk 11 layer concretes of restricting → build are installed → set up to pre-buried bracket buried plate (7 layer concretes build before the) → pre-buried beam anchor ring of encorbelmenting (8 layer concretes build before the) → beam installations → bracket of encorbelmenting.
The present invention, the use of overlength cantilever frame structure high-altitude formwork bracing system has improved efficiency of construction greatly, reduce the input of circulation material, saved cost, make and set up time decreased, improved machinery and personnel's unit interval utilization rate, and then guaranteed site safety, quality and the duration of this position construction, also the total duration of hat hotel project for beauty provides strong guarantee.
Above-described embodiment only is explanation technical conceive of the present invention and characteristics, and its purpose is to allow the personage that is familiar with this art can understand content of the present invention and is also implemented, and can not limit protection scope of the present invention with this.All equivalences that spirit essence is done according to the present invention change or modify, and all should be encompassed in protection scope of the present invention.
Claims (4)
1. overlength cantilever frame structure high-altitude formwork bracing system, it is characterized in that, comprise top support body and bottom support body, described bottom support body comprises the shaped steel beam of encorbelmenting, under support the shaped steel bracket, on draw wire rope, following Pin concrete truss, described top support body comprises the load-bearing support for shuttering, outer protective frame, last Pin concrete truss, the described shaped steel Liang Yiduan that encorbelments is fixed on described down Pin concrete truss top and stretches out described Pin concrete truss top down, the bottom of the described shaped steel of support down bracket is fixed on described Pin concrete truss middle part down, the top is fixed on the described beam bottom of encorbelmenting, described down support shaped steel bracket prolongs the described beam of encorbelmenting and stretches out direction and tilt from bottom to top, described wire rope bottom is fixed on the described back portion of encorbelmenting, the top is fixed on the described Pin concrete truss bottom of going up, described load-bearing support for shuttering top is fixed on the described Pin concrete truss of going up, the bottom is fixed on the described beam of encorbelmenting, described outer protective frame is arranged on the described load-bearing support for shuttering outside, its top is fixed on the described Pin concrete truss of going up, and the bottom is fixed on the described beam of encorbelmenting.
2. overlength cantilever frame structure according to claim 1 high-altitude formwork bracing system is characterized in that the described beam upper surface of encorbelmenting is equipped with the multilayer proofing plate.
3. overlength cantilever frame structure according to claim 1 high-altitude formwork bracing system is characterized in that, the described Liang Yiduan of encorbelmenting is fixed on described Pin concrete truss top down by the beam anchor ring of encorbelmenting.
4. overlength cantilever frame structure according to claim 1 high-altitude formwork bracing system is characterized in that, the flame-retardant fine mesh safety net is overworked in the described outer protective frame outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102852800A CN103306479A (en) | 2013-07-09 | 2013-07-09 | Long-length overhang trusswork high form hanger system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102852800A CN103306479A (en) | 2013-07-09 | 2013-07-09 | Long-length overhang trusswork high form hanger system |
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| Publication Number | Publication Date |
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| CN103306479A true CN103306479A (en) | 2013-09-18 |
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| CN2013102852800A Pending CN103306479A (en) | 2013-07-09 | 2013-07-09 | Long-length overhang trusswork high form hanger system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100090A (en) * | 2014-07-17 | 2014-10-15 | 成都市第四建筑工程公司 | High-altitude comprehensive construction method of big-cantilever steel truss structure |
| CN107152160A (en) * | 2017-06-22 | 2017-09-12 | 中国五冶集团有限公司 | A kind of shuttering supporting builder's jack operation platform erection method |
| CN107165281A (en) * | 2017-06-20 | 2017-09-15 | 中国华西企业有限公司 | A kind of high-altitude long-span overhung steel platform mould bases construction |
| CN107355075A (en) * | 2017-07-28 | 2017-11-17 | 南通华新建工集团有限公司 | Overlength cantilevered structure shuttering supporting steel truss and its construction method |
| CN113818691A (en) * | 2021-09-27 | 2021-12-21 | 贵州建工集团第一建筑工程有限责任公司 | Construction method for large cantilever beam platform of high-rise building |
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|---|---|---|---|---|
| US3383080A (en) * | 1966-02-02 | 1968-05-14 | James W. Frisbie | Overhang bracket |
| CN101538896A (en) * | 2009-04-03 | 2009-09-23 | 标力建设集团有限公司 | Construction method for jettied structure at high attitude of high-rise building |
| CN201428239Y (en) * | 2009-04-09 | 2010-03-24 | 温州建设集团公司 | Supporting system for combined channel steel cantilever bracket template |
| CN201818051U (en) * | 2010-09-30 | 2011-05-04 | 浙江丰惠建设集团有限公司 | Supporting frame for overhanging mold plate |
| CN102733606A (en) * | 2011-04-08 | 2012-10-17 | 中国建筑第八工程局有限公司 | Construction method of high large cantilever structure |
| CN203334664U (en) * | 2013-07-09 | 2013-12-11 | 中铁航空港建设集团北京有限公司 | Ultra-long cantilever truss structure high formwork supporting system |
-
2013
- 2013-07-09 CN CN2013102852800A patent/CN103306479A/en active Pending
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| US3383080A (en) * | 1966-02-02 | 1968-05-14 | James W. Frisbie | Overhang bracket |
| CN101538896A (en) * | 2009-04-03 | 2009-09-23 | 标力建设集团有限公司 | Construction method for jettied structure at high attitude of high-rise building |
| CN201428239Y (en) * | 2009-04-09 | 2010-03-24 | 温州建设集团公司 | Supporting system for combined channel steel cantilever bracket template |
| CN201818051U (en) * | 2010-09-30 | 2011-05-04 | 浙江丰惠建设集团有限公司 | Supporting frame for overhanging mold plate |
| CN102733606A (en) * | 2011-04-08 | 2012-10-17 | 中国建筑第八工程局有限公司 | Construction method of high large cantilever structure |
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Non-Patent Citations (1)
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| 王兴明: "高空超长悬挑管架模板施工技术", 《安徽建筑》, no. 5, 30 September 2012 (2012-09-30) * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100090A (en) * | 2014-07-17 | 2014-10-15 | 成都市第四建筑工程公司 | High-altitude comprehensive construction method of big-cantilever steel truss structure |
| CN107165281A (en) * | 2017-06-20 | 2017-09-15 | 中国华西企业有限公司 | A kind of high-altitude long-span overhung steel platform mould bases construction |
| CN107152160A (en) * | 2017-06-22 | 2017-09-12 | 中国五冶集团有限公司 | A kind of shuttering supporting builder's jack operation platform erection method |
| CN107355075A (en) * | 2017-07-28 | 2017-11-17 | 南通华新建工集团有限公司 | Overlength cantilevered structure shuttering supporting steel truss and its construction method |
| CN113818691A (en) * | 2021-09-27 | 2021-12-21 | 贵州建工集团第一建筑工程有限责任公司 | Construction method for large cantilever beam platform of high-rise building |
| CN113818691B (en) * | 2021-09-27 | 2022-09-06 | 贵州建工集团第一建筑工程有限责任公司 | Construction method for large cantilever beam platform of high-rise building |
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| ASS | Succession or assignment of patent right |
Owner name: CHINA RAILWAY AIRPORT CONSTRUCTION GROUP BEIJING C Free format text: FORMER OWNER: HAINAN BRANCH COMPANY, CHINA RAILWAY AIRPORT CONSTRUCTION GROUP CO., LTD. Effective date: 20131105 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ma Liqiang Inventor after: Liu Haifeng Inventor after: Ji Xiangyang Inventor after: Chen Junbo Inventor after: Fang Jiankun Inventor after: Li Bing Inventor after: Han Chao Inventor after: Yu Qingtao Inventor after: Jia Lei Inventor after: Zhang Guohong Inventor after: Mo Kun Inventor after: Dai Congfeng Inventor after: Luo Yufeng Inventor after: Li Weiming Inventor after: Li Jiaxi Inventor before: Jia Lei Inventor before: Zhang Guohong Inventor before: Mo Kun Inventor before: Dai Congfeng Inventor before: Luo Yufeng |
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| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 572000 SANYA, HAINAN PROVINCE TO: 100070 FENGTAI, BEIJING Free format text: CORRECT: INVENTOR; FROM: JIA LEI ZHANG GUOHONG MO KUN DAI CONGFENG LUO YUFENG TO: MA LIQIANG YU QINGTAO JIA LEI ZHANG GUOHONG MO KUN DAI CONGFENG LUO YUFENG LI WEIMING LI JIAXI LIU HAIFENG JI XIANGYANG CHEN JUNBO FANG JIANKUN LI BING HAN CHAO |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20131105 Address after: 100070, No. 18, No. 12, No. 188, South Fourth Ring Road, Fengtai District, Beijing Applicant after: CHINA RAILWAY AIRPORT CONSTRUCTION GROUP BEIJING CO., LTD.? Address before: 572000 beautiful crown project, No. 299, Xinfeng street, Hedong District, Hainan, Sanya Applicant before: Hainan Branch, China Railway Airport Construction Group Co., Ltd. |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
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Application publication date: 20130918 |