CN203238925U - Net rack work platform erected by utilizing factory building crane - Google Patents

Net rack work platform erected by utilizing factory building crane Download PDF

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Publication number
CN203238925U
CN203238925U CN 201320165482 CN201320165482U CN203238925U CN 203238925 U CN203238925 U CN 203238925U CN 201320165482 CN201320165482 CN 201320165482 CN 201320165482 U CN201320165482 U CN 201320165482U CN 203238925 U CN203238925 U CN 203238925U
Authority
CN
China
Prior art keywords
scaffold
factory building
net rack
work platform
building crane
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
CN 201320165482
Other languages
Chinese (zh)
Inventor
赵娜
梁红玉
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.)
China Construction First Division Steel Structure Engineering Co Ltd
Original Assignee
China Construction First Division Steel Structure Engineering 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 China Construction First Division Steel Structure Engineering Co Ltd filed Critical China Construction First Division Steel Structure Engineering Co Ltd
Priority to CN 201320165482 priority Critical patent/CN203238925U/en
Application granted granted Critical
Publication of CN203238925U publication Critical patent/CN203238925U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a net rack work platform erected by utilizing a factory building crane. The net rack work platform comprises factory building crane beams, a scaffold operation platform mounted on the factory building crane beams, and a scaffold mounted on the scaffold operation platform, wherein the scaffold operation platform is formed by truss units which are connected onto the factory building crane beams at intervals; each truss unit comprises a cantilever beam and a hoop; the cantilever beams stretch across the top surfaces of the factory building crane beams, and are fixed by the hoops and the factory building crane beams; and the bottom of the scaffold is fixedly connected with the cantilever beams of the scaffold operation platform. The net rack work platform is movable, and the erection height of a rack body is greatly reduced, so that the construction cost can be reduced, the operation cycle can be shortened, the net rack work platform cannot be influenced by ground conditions, and mutual constraint among working procedures is greatly reduced. By adopting the net rack work platform, the reliable work platform is provided for the mounting of a net rack, potential risks existing during the erection, the use and the detachment of the tall scaffold are greatly reduced, and safety hidden dangers of aerial operation are effectively removed. The net rack work platform can be widely applied to the mounting of roof net rack structures.

Description

The rack job platform that utilizes the factory building crane to set up
Technical field
The utility model relates to a kind of construction operation platform of roof grid structure.
Background technology
At present, the mode of setting up full hall scaffold is normally adopted in the installation of roof grid structure structure.The method is not only set up the mode complexity, and man-hour is long, uneconomical, more is subject to the surface state restriction, can't implement for the project that has excavated on ground, bottom.In addition, tall and big scaffold takes, uses, tears open all larger potential safety hazards of existence.
The utility model content
The utility model provides a kind of rack job platform that utilizes the factory building crane to set up, and solve existing roof grid structure structure erector duration, cost is high, construction safety hidden danger is large technical problem.
The technical scheme that its technical problem that solves the utility model adopts is:
This rack job platform that utilizes the factory building crane to set up comprises Crane Beam, is installed in the scaffold operating platform on the Crane Beam, and is installed in the scaffold on the scaffold operating platform;
Described scaffold operating platform is made of the truss element that the interval is connected on the Crane Beam, and each truss element includes Cantilever Beams and anchor ear, and Cantilever Beams is across the end face of Crane Beam, and Cantilever Beams is fixed by anchor ear and Crane Beam;
Described scaffold bottom is fixedly connected with the Cantilever Beams of scaffold operating platform.
Described Crane Beam has at least two, and Cantilever Beams is across the end face of each Crane Beam.
Described anchor ear is formed by connecting by the side lever that lays respectively at Crane Beam both sides and bottom surface and bottom bar, and the side lever top is connected with Cantilever Beams.
Also be connected with hound between the side lever of described anchor ear and the Cantilever Beams.
Described scaffold is set up by vertical rod, cross bar and vertical pole and is formed.
The beneficial effects of the utility model are as follows:
The utility model is set up the scaffold operating platform thereon take crane girder as girder, and scaffold and scaffold operating platform are fixed.
Compare with form of construction work in the past, the utility model is packaged type, and the scaffolding height of support body reduces greatly, but reducing construction cost speed operations the cycle, and not affected by surface state, greatly reduce the mutual restriction of each operation.
The utility model is installed for rack reliable job platform is provided, and effectively reduces the potential danger that tall and big scaffold is taken, uses, torn open, has effectively eliminated high-altitude working safety hidden danger.
The utility model can be widely used in the installation of roof grid structure structure.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is plane structure schematic diagram of the present utility model.
Fig. 2 is the structural representation of Figure 1A-A section.
Reference numeral: 1-Crane Beam, 2-Cantilever Beams, 3-side lever, 4-bottom bar, 5-hound, 6-vertical rod, 7-cross bar, 8-vertical pole.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, and this rack job platform that utilizes the factory building crane to set up comprises Crane Beam 1, is installed in the scaffold operating platform on the Crane Beam 1, and is installed in the scaffold on the scaffold operating platform.
Described scaffold operating platform is made of the truss element that the interval is connected on the Crane Beam 1, and each truss element includes Cantilever Beams 2 and anchor ear, and Cantilever Beams 2 is across the end face of Crane Beam 1, and Cantilever Beams 2 is fixing by anchor ear and Crane Beam 1.
Described scaffold is set up by vertical rod 6, cross bar 7 and vertical pole 8 and is formed, and the scaffold bottom is fixedly connected with the Cantilever Beams 2 of scaffold operating platform.
Described Crane Beam 1 has at least two, and Cantilever Beams 2 is across the end face of each Crane Beam 1.
Described anchor ear is formed by connecting by the side lever 3 that lays respectively at Crane Beam 1 both sides and bottom surface and bottom bar 4, and side lever 3 tops are connected with Cantilever Beams 2.Also be connected with hound 5 between the side lever 3 of anchor ear and the Cantilever Beams 2.
The course of work of the present utility model is as follows:
The utility model by the mobile movement that realizes scaffold of crane, is striden piecemeal thereby roof grid structure is divided in use, and the high-altitude sliding method is installed.

Claims (5)

1. a rack job platform that utilizes the factory building crane to set up is characterized in that: comprise Crane Beam (1), be installed in the scaffold operating platform on the Crane Beam (1), and be installed in the scaffold on the scaffold operating platform;
Described scaffold operating platform is made of the truss element that the interval is connected on the Crane Beam (1), each truss element includes Cantilever Beams (2) and anchor ear, Cantilever Beams (2) is across the end face of Crane Beam (1), and Cantilever Beams (2) is fixing by anchor ear and Crane Beam (1);
Described scaffold bottom is fixedly connected with the Cantilever Beams (2) of scaffold operating platform.
2. the rack job platform that utilizes the factory building crane to set up according to claim 1, it is characterized in that: described Crane Beam (1) has at least two, and Cantilever Beams (2) is across the end face of each Crane Beam (1).
3. the rack job platform that utilizes the factory building crane to set up according to claim 1, it is characterized in that: described anchor ear is formed by connecting by the side lever (3) that lays respectively at Crane Beam (1) both sides and bottom surface and bottom bar (4), and side lever (3) top is connected with Cantilever Beams (2).
4. the rack job platform that utilizes the factory building crane to set up according to claim 3 is characterized in that: also be connected with hound (5) between the side lever of described anchor ear (3) and the Cantilever Beams (2).
5. the rack job platform that utilizes the factory building crane to set up according to claim 1, it is characterized in that: described scaffold is set up by vertical rod (6), cross bar (7) and vertical pole (8) and is formed.
CN 201320165482 2013-04-07 2013-04-07 Net rack work platform erected by utilizing factory building crane Expired - Fee Related CN203238925U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320165482 CN203238925U (en) 2013-04-07 2013-04-07 Net rack work platform erected by utilizing factory building crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320165482 CN203238925U (en) 2013-04-07 2013-04-07 Net rack work platform erected by utilizing factory building crane

Publications (1)

Publication Number Publication Date
CN203238925U true CN203238925U (en) 2013-10-16

Family

ID=49316235

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320165482 Expired - Fee Related CN203238925U (en) 2013-04-07 2013-04-07 Net rack work platform erected by utilizing factory building crane

Country Status (1)

Country Link
CN (1) CN203238925U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711323A (en) * 2014-01-22 2014-04-09 芜湖天航科技(集团)股份有限公司 Construction method of sprung roof plates by use of movable type pipe truss platform
CN107419902A (en) * 2017-08-30 2017-12-01 广州市第四建筑工程有限公司 The method of steel-structure factory building crane girder construction roofing
CN111502223A (en) * 2020-03-24 2020-08-07 中国化学工程第三建设有限公司 Method for decorating and maintaining wall above beam rail by using travelling crane beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711323A (en) * 2014-01-22 2014-04-09 芜湖天航科技(集团)股份有限公司 Construction method of sprung roof plates by use of movable type pipe truss platform
CN103711323B (en) * 2014-01-22 2016-04-06 芜湖天航科技(集团)股份有限公司 Utilize the anti-ceiling board construction method of portable tubular truss stage+module roofing
CN107419902A (en) * 2017-08-30 2017-12-01 广州市第四建筑工程有限公司 The method of steel-structure factory building crane girder construction roofing
CN111502223A (en) * 2020-03-24 2020-08-07 中国化学工程第三建设有限公司 Method for decorating and maintaining wall above beam rail by using travelling crane beam

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131016

Termination date: 20140407