CN203820287U - Composite steel carrying pole for hoisting roof tiles of steel structure workshops - Google Patents

Composite steel carrying pole for hoisting roof tiles of steel structure workshops Download PDF

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Publication number
CN203820287U
CN203820287U CN201320881675.2U CN201320881675U CN203820287U CN 203820287 U CN203820287 U CN 203820287U CN 201320881675 U CN201320881675 U CN 201320881675U CN 203820287 U CN203820287 U CN 203820287U
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China
Prior art keywords
steel
roof
workshops
carrying pole
steel tube
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Active
Application number
CN201320881675.2U
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Chinese (zh)
Inventor
赵永杰
刘和平
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.)
Hunan Jin Haigang Construction Co. Ltd.
Original Assignee
HUNAN JINHAI STEEL STRUCTURE CO Ltd
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Priority to CN201320881675.2U priority Critical patent/CN203820287U/en
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Publication of CN203820287U publication Critical patent/CN203820287U/en
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Abstract

The utility model relates to tools for green buildings, in particular to a composite steel carrying pole for hoisting roof tiles of steel structure workshops. At present, the span of the steel structure workshops is 24m or more. Due to the reason of a structural design, the designed lengths of roof encaustic tiles of many workshops are much longer than the span of workshop roof trusses. In the construction and installation process, the roof encaustic tiles must be hoisted through the steel carrying pole. As the lengths of the roof encaustic tiles of different engineering workshops are unequal, different steel carrying poles need to be manufactured. The utility model aims to provide a steel carrying pole for safe and economic hoisting construction. The composite steel carrying pole adopts a steel tube as a main body, and the length of the steel tube is 3-12m. A flange plate is arranged on each of the two ends of the steel tube and concentrically connected with the steel tube, and a plurality of lifting lugs are mounted on the two sides of the same diameter line at the outer side of the steel tube. Every two segments of steel carrying poles can be connected with each other through the flange plate and a bolt to reach the needed length.

Description

Steel structural plant roof watt lifting combination steel shoulder pole
Technical field:
The utility model technology relates to Green environmental-protection building instrument, specifically refers to steel structural plant roof watt lifting combination steel shoulder pole.
Background technology:
Current steel-structure factory building span conventionally all 24m or more than, due to structure design reason, the design length of many factory building roof encaustic tiles is far longer than factory building span of roof truss.The lifting of construction and installation process roofing colored steel plate must adopt steel shoulder pole to lift, otherwise encaustic tile bending damage or color pan tile lifting falling accident will occur.Because the length of each engineering factory building roof encaustic tile is inconsistent, so steel shoulder pole design and use in the past have following defect:
1, if all carrying out steel shoulder pole by each factory building roof encaustic tile length dimension, each span factory building designs and produces, the transportation of work progress steel shoulder pole cannot be transported by steel shoulder pole overall length dimension, must steel shoulder pole be cut into several sections before transportation splices after being transported to camp site again, scene need to be assembled place and be carried out assembled and construction survey centering, need to carry out Site Welding work, labor strength is larger, steel shoulder pole joints welding quality is difficult to guarantee, causes hoisting process to have to a certain degree potential safety hazard.
2, when an engineering has the factory building of several different spans or the situation of different roofing encaustic tile length, just must configure the steel shoulder pole of several different length models, very unfavorable in construction.
3, if all carrying out steel shoulder pole by each factory building span size or roofing encaustic tile length dimension (when roofing encaustic tile length dimension is greater than factory building span), each span factory building designs and produces, there is wasting of resources problem.
Summary of the invention:
For solving the problems of the technologies described above, the purpose of this utility model is to provide a kind of new steel structure factory building roof watt lifting combination steel shoulder pole, makes roofing colored steel lifting construction reach the requirement of safety economy.
The technical scheme that the utility model provides is, steel structural plant roof watt lifting combination steel shoulder pole, by steel pipe as main body, the length that it is characterized in that steel pipe is 3-12 meters, respectively there is a flange at two ends, and flange is connected with steel pipe is concentric, and the same diameter line both sides, outside of steel pipe are provided with some hangers, between the every joint of the utility model, can be connected with bolt by flange, reach need length.
Flange is characterised in that the processing of joint face friction face, is provided with 6 above bolts hole.
Hanger is characterised in that, all height in top is consistent, and all height in bottom are consistent, but highly different or different up and down.
Accompanying drawing explanation:
Fig. 1 is original steel shoulder pole schematic diagram;
Fig. 2 is original steel shoulder pole section drawing;
Fig. 3 is the utility model steel structural plant roof watt longer schematic diagram of lifting combination steel shoulder pole;
Fig. 4 is the utility model steel structural plant roof watt lifting combination steel shoulder pole medium length type schematic diagram;
Fig. 5 is the utility model steel structural plant roof watt short type schematic diagram of lifting combination steel shoulder pole;
Fig. 6 is the utility model steel structural plant roof watt lifting combination steel shoulder pole flange schematic diagram.
The specific embodiment:
Referring to accompanying drawing 3-6, further describe; As shown in Figure 3, the utility model by steel pipe 1 as main body, length is 3-12 rice, a flange 2 is respectively installed at two ends, and flange 2 is connected with steel pipe 1 is concentric, and same footpath is upwards provided with some hangers 3 outside steel pipe, the same direction of hanger 3 is measure-alike, the size of different directions is different while using, by the utility model used aloned or according to the length of roof boarding, repeated combination install a plurality of reach need length use.

Claims (1)

1. steel shoulder pole is combined in a steel structural plant roof watt lifting, by steel pipe as main body, the length that it is characterized in that steel pipe is 3-12 meters, respectively there is a flange at two ends, flange is connected with steel pipe is concentric, the same diameter line both sides, outside of steel pipe are provided with some hangers, between the every joint of the utility model, can be connected with bolt by flange, reach need length, the joint face friction face of flange is processed, and is provided with 6 above bolts hole, and all hanger height in top is consistent, the all height in bottom are consistent, but highly identical or different up and down.
CN201320881675.2U 2013-12-31 2013-12-31 Composite steel carrying pole for hoisting roof tiles of steel structure workshops Active CN203820287U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320881675.2U CN203820287U (en) 2013-12-31 2013-12-31 Composite steel carrying pole for hoisting roof tiles of steel structure workshops

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320881675.2U CN203820287U (en) 2013-12-31 2013-12-31 Composite steel carrying pole for hoisting roof tiles of steel structure workshops

Publications (1)

Publication Number Publication Date
CN203820287U true CN203820287U (en) 2014-09-10

Family

ID=51475807

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320881675.2U Active CN203820287U (en) 2013-12-31 2013-12-31 Composite steel carrying pole for hoisting roof tiles of steel structure workshops

Country Status (1)

Country Link
CN (1) CN203820287U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105715057A (en) * 2016-02-17 2016-06-29 浙江远大钢构实业有限公司 Triangular frame for hoisting color plate
CN106829730A (en) * 2017-04-21 2017-06-13 五冶集团上海有限公司 Sling system
CN106976796A (en) * 2017-04-21 2017-07-25 五冶集团上海有限公司 Suspender
CN107324205A (en) * 2017-06-27 2017-11-07 中国海洋石油总公司 Strut for the small span object lifting of large-tonnage
CN107352386A (en) * 2017-08-31 2017-11-17 上海二十冶建设有限公司 The simple lifting tool and its application method of steel structural roof combined hanging

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105715057A (en) * 2016-02-17 2016-06-29 浙江远大钢构实业有限公司 Triangular frame for hoisting color plate
CN106829730A (en) * 2017-04-21 2017-06-13 五冶集团上海有限公司 Sling system
CN106976796A (en) * 2017-04-21 2017-07-25 五冶集团上海有限公司 Suspender
CN106829730B (en) * 2017-04-21 2019-01-22 五冶集团上海有限公司 Sling system
CN106976796B (en) * 2017-04-21 2019-03-08 五冶集团上海有限公司 Suspender
CN107324205A (en) * 2017-06-27 2017-11-07 中国海洋石油总公司 Strut for the small span object lifting of large-tonnage
CN107352386A (en) * 2017-08-31 2017-11-17 上海二十冶建设有限公司 The simple lifting tool and its application method of steel structural roof combined hanging

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP03 Change of name, title or address

Address after: 411100 Jinhai Road, Jiuhua demonstration area, Xiangtan, Hunan 1

Patentee after: Hunan Jin Haigang Construction Co. Ltd.

Address before: 415300 Jinhai Road, Jiuhua demonstration area, Xiangtan, Hunan 1

Patentee before: Hunan Jinhai Steel Structure Co., Ltd.

CP03 Change of name, title or address