CN2599134Y - Construction apparatus of high chimney scaffold mould plate - Google Patents

Construction apparatus of high chimney scaffold mould plate Download PDF

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Publication number
CN2599134Y
CN2599134Y CNU032396503U CN03239650U CN2599134Y CN 2599134 Y CN2599134 Y CN 2599134Y CN U032396503 U CNU032396503 U CN U032396503U CN 03239650 U CN03239650 U CN 03239650U CN 2599134 Y CN2599134 Y CN 2599134Y
Authority
CN
China
Prior art keywords
scaffold
radiation beam
chimney
construction equipment
circle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU032396503U
Other languages
Chinese (zh)
Inventor
耿裕华
陈健
俞国兵
花周建
徐周
季豪
张新兵
曹光华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nantong No4 Building Installation Engrg Co Ltd
Original Assignee
Nantong No4 Building Installation Engrg Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nantong No4 Building Installation Engrg Co Ltd filed Critical Nantong No4 Building Installation Engrg Co Ltd
Priority to CNU032396503U priority Critical patent/CN2599134Y/en
Application granted granted Critical
Publication of CN2599134Y publication Critical patent/CN2599134Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A construction apparatus of high chimney scaffold mould plate is provided, which consists of bearing poles, a hydraulic pressure jack, a central drum circle, an ascending derrick, an inner scaffold and an outer scaffold, wherein 10-20 bearing poles are distributed evenly as a circle and stand on the ground, and the hydraulic pressure jack covers the bearing poles, and the central drum circle is arranged at the central position, and the periphery of the central drum circle is connected with radiant beams, and the central drum circle is also connected with the ascending derrick, and the hydraulic pressure jack is fixed on the radiant beams, and the inner scaffold is appended to the inner side of the chimney tunnel wall under the radiant beams, and the outer scaffold is appended to the outer side of the chimney tunnel wall. The utility model has the advantages that using the construction apparatus of the utility model saves labour, and has high work efficiency.

Description

The construction equipment of towering chimney lifting scaffold rollover board
The utility model relates to the construction equipment of scaffold rollover board.
Before this, when building towering chimney, rollover board is required great effort very much on scaffold, and work efficiency is slow again.
The purpose of this utility model is to overcome above-mentioned weak point and construction equipment that towering chimney lifting scaffold rollover board is provided, and rollover board is more laborsaving on scaffold, and work efficiency is fast again.
Description of the present utility model is as follows: the construction equipment of towering chimney lifting scaffold rollover board is by cramp bar, hydraulic jack, central dram circle, form with gug frame, radiation beam, interior scaffold, external scaffolding.10-20 root cramp bar becomes the circumference uniform distribution supporting on the ground, is with hydraulic jack on every cramp bar.The central dram circle is arranged on middle position, be connected with the radiation beam around the central dram circle.The central dram circle is connected again with the gug frame.Liquid rises jack and is fixed on the radiation beam.Chimney wall inside suspension below the radiation beam has interior scaffold, and the chimney wall outside is hung with external scaffolding below the radiation beam.There is tenon interior scaffold and external scaffolding upper end, and radiation beam following at groove, tenon is stretched in groove, and scaffold and external scaffolding can move on centripetal direction in making, and to adjust the distance between scaffold and the chimney wall, are convenient to operation.Below the gug frame bracketplant is being arranged, bracketplant and pulley system, hoist engine interrelate, and can take advantage of people, fortune material on the bracketplant.On with the gug frame, hound and gin pole are arranged, pulley system and suspension hook are housed, make suspension hook hang materials such as reinforcing bar by another secondary hoist engine.On interior scaffold and external scaffolding, wire-tie and mounting template placing of concrete on the platform of radiation Liangping.After treating concrete setting, stripping on interior scaffold and external scaffolding.Start hydraulic jack, hydraulic jack withstands on the segment distance that climbs on the cramp bar, drives the radiation beam together with interior scaffold, the external scaffolding segment distance that moves up, and wire-ties and mounting template, placing of concrete on the platform of radiation Liangping again again.Like this, make towering chimney upwards cast construction.
Description of drawings:
Figure is the structural representation of the construction equipment of towering chimney lifting scaffold rollover board of the present utility model.Scaffold in the 1-among the figure, 2-chimney wall, 3-external scaffolding, the 4-operating platform, 5-inner formword, 6-exterior sheathing, the 7-fender rod, 8-suspension hook, 9-hydraulic jack, the 10-cramp bar, 11-hound, 12-gin pole, the 13-pulley, the 14-wire rope, 15-is with the gug frame, 16-radiation beam, 17-central dram circle, 18-bracketplant.
With the construction equipment of 100 meters chimney lifting scaffold rollover boards as embodiment of the present utility model.9 meters of chimney external diameters, wall thickness 45 thick rice.With 12 cramp bars (10) be at circular diameter on the position of 450 thick rice uniform supporting on the ground, cramp bar is Φ 48 * 3.5 steel pipes.On cramp bar (10), be with hydraulic jack (9).Central dram circle (17) is arranged on middle position, and the external diameter of central dram circle (17) is 165 centimetres, is connected with radiation beam (16) around the central dram circle, and the external diameter of radiation beam (16) is 12 meters.There is fender rod outer end at the radiation beam.Central dram circle (17) is connected again with gug frame (15).Hydraulic jack (9) is fixed on the radiation beam (16).Chimney wall below the radiation beam (2) inside suspension has interior scaffold (1), and the chimney wall below the radiation beam (2) outside is hung with external scaffolding (3), and operating platform (4) is arranged on scaffold.There is tenon interior scaffold (1) and external scaffolding (3) upper end, below the radiation beam (16) groove is arranged, tenon is stretched in groove, and interior scaffold (1) and external scaffolding (3) can be moved on aspect entad, to adjust the distance between scaffold and the chimney wall, be convenient to operation.Below gug frame (15) bracketplant (18) is being arranged, bracketplant and pulley, hoist engine interrelate, and can take advantage of the people on the bracketplant, the dress material.On with gug frame (15), hound (11) and gin pole (12) are arranged, pulley (13) is housed, suspension hook (8) is arranged below the pulley (13) on gin pole (12) top.On scaffold, wire-tie and inner formword (5) and exterior sheathing (6), placing of concrete on the platform of radiation beam (16) are installed.After treating concrete setting, stripping on scaffold.Start hydraulic jack (9), hydraulic jack (9) segment distance that on cramp bar (10), climbs, drive radiation beam (16) together with interior scaffold (1), external scaffolding (3) segment distance that moves up, wire-tie again and mounting template, again placing of concrete on the platform of radiation Liangping.Like this, make chimney upwards cast construction.
Advantage of the present utility model: use constructing device of the present utility model, leicht fallen D/A, work efficiency is again fast.

Claims (5)

1, the construction equipment of towering chimney lifting scaffold rollover board, it is characterized in that it is by cramp bar, hydraulic jack, the central dram circle, with the gug frame, interior scaffold, external scaffolding is formed, 10-20 root cramp bar becomes the circumference uniform distribution supporting on the ground, on cramp bar, be with hydraulic jack, at middle position the central dram circle is arranged, be connected with the radiation beam around the central dram circle, the central dram circle is connected again with the gug frame, hydraulic jack is fixed on the radiation beam, chimney wall inside suspension below the radiation beam has interior scaffold, and the chimney wall outside below the radiation beam is hung with external scaffolding.
2, the construction equipment of towering chimney lifting scaffold rollover board according to claim 1 is characterized in that in scaffold upper end tenon being arranged, and having has groove below the radiation beam, and tenon is stretched in groove.
3, the construction equipment of towering chimney lifting scaffold rollover board according to claim 1 is characterized in that on the gug frame hound and gin pole being arranged, and on the gin pole top pulley is housed, and suspension hook is housed below the pulley.
4, the construction equipment of towering chimney lifting scaffold rollover board according to claim 1 is characterized in that below the gug frame bracketplant being arranged, and bracketplant and pulley, hoist engine interrelate.
5, the construction equipment of towering chimney lifting scaffold rollover board according to claim 1 is characterized in that in the outer end of radiation beam fender rod being arranged.
CNU032396503U 2003-03-03 2003-03-03 Construction apparatus of high chimney scaffold mould plate Expired - Fee Related CN2599134Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU032396503U CN2599134Y (en) 2003-03-03 2003-03-03 Construction apparatus of high chimney scaffold mould plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU032396503U CN2599134Y (en) 2003-03-03 2003-03-03 Construction apparatus of high chimney scaffold mould plate

Publications (1)

Publication Number Publication Date
CN2599134Y true CN2599134Y (en) 2004-01-14

Family

ID=34167662

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU032396503U Expired - Fee Related CN2599134Y (en) 2003-03-03 2003-03-03 Construction apparatus of high chimney scaffold mould plate

Country Status (1)

Country Link
CN (1) CN2599134Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422678A (en) * 2013-09-03 2013-12-04 中国五冶集团有限公司 Construction method for mounting reinforced steel bars of annular cement silo wall quickly and accurately
CN103590648A (en) * 2013-11-28 2014-02-19 中国二十二冶集团有限公司 Chimney sliding lifting platform construction method and construction device
CN104234420A (en) * 2014-09-09 2014-12-24 中国能源建设集团山西省电力建设四公司 Small reinforced concrete chimney formwork top opening adjustment and reinforcement device
CN105113794A (en) * 2015-08-17 2015-12-02 中建五局第三建设有限公司 Tripod turnover construction method of cambered-surface and thin-walled structure
CN106049845A (en) * 2016-06-02 2016-10-26 中国华冶科工集团有限公司 Sliding lifting frame and construction method with same
CN107989371A (en) * 2017-11-09 2018-05-04 中国化学工程第六建设有限公司 Using the chimney method of construction and device of over-form construction

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422678A (en) * 2013-09-03 2013-12-04 中国五冶集团有限公司 Construction method for mounting reinforced steel bars of annular cement silo wall quickly and accurately
CN103422678B (en) * 2013-09-03 2015-09-30 中国五冶集团有限公司 A kind of construction method of quick and precisely installing annular cement bunker wall reinforcing bar
CN103590648A (en) * 2013-11-28 2014-02-19 中国二十二冶集团有限公司 Chimney sliding lifting platform construction method and construction device
CN104234420A (en) * 2014-09-09 2014-12-24 中国能源建设集团山西省电力建设四公司 Small reinforced concrete chimney formwork top opening adjustment and reinforcement device
CN105113794A (en) * 2015-08-17 2015-12-02 中建五局第三建设有限公司 Tripod turnover construction method of cambered-surface and thin-walled structure
CN106049845A (en) * 2016-06-02 2016-10-26 中国华冶科工集团有限公司 Sliding lifting frame and construction method with same
CN107989371A (en) * 2017-11-09 2018-05-04 中国化学工程第六建设有限公司 Using the chimney method of construction and device of over-form construction

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee