CN107060309A - A kind of hanging type steel structure high-altitude operation mobile platform fast construction method - Google Patents

A kind of hanging type steel structure high-altitude operation mobile platform fast construction method Download PDF

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Publication number
CN107060309A
CN107060309A CN201710338693.9A CN201710338693A CN107060309A CN 107060309 A CN107060309 A CN 107060309A CN 201710338693 A CN201710338693 A CN 201710338693A CN 107060309 A CN107060309 A CN 107060309A
Authority
CN
China
Prior art keywords
steel
facade
steel plate
perforate
hanging type
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.)
Pending
Application number
CN201710338693.9A
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Chinese (zh)
Inventor
高伟刚
胡海泉
丁守明
张飞
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 MCC17 Group Co Ltd
Original Assignee
China MCC17 Group 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 MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201710338693.9A priority Critical patent/CN107060309A/en
Publication of CN107060309A publication Critical patent/CN107060309A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/045Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/283Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of hanging type steel structure high-altitude operation mobile platform fast construction method, including making U-shaped connector, facade steel plate of the self-control with regular φ 50mm perforates, M14*60 bolts, φ 48mm steel pipes, fastener and bamboo sheathing springboard by oneself, assembled at the scene with these components, a kind of hanging type steel structure high-altitude operation mobile platform of fast construction, characterized in that, carrying out according to the following steps:Homemade a pair U-shaped steel plate connectors are stuck on the bottom wing plate of H profile steel beam, bottom extends 100mm, 4 φ 15mm perforate is opened at the top of extension and the thick facade steel plates of 10mm, connector is connected with facade steel plate with M14*60 bolt, φ 48mm steel pipes are interspersed in the φ 50mm perforates of facade steel plate again, the perforate of facade steel plate both sides is completely inserted after steel pipe from top to bottom, just can lay bamboo sheathing springboard, outrigger platform sets up completion.It is an advantage of the invention that set up it is simple, quick, save material and artificial, it is ensured that construction quality, can it is quickly vertical, move horizontally.

Description

A kind of hanging type steel structure high-altitude operation mobile platform fast construction method
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of hanging type steel structure high-altitude operation mobile platform are fast Fast building method.
Background technology
Steel house surface pull rod is installed, fastener is connected, spool is laid, fireproof coating is sprayed, and often faces up to ten Several meters of work high above the ground.Conventional method often sets up console mode scaffold operating platform or the jenny scaffold behaviour with wheel Make platform, but the method is in the case where bottom is without support (such as river) or bottom strong point stress deficiency, it is often uncomfortable With, and it cannot be guaranteed that operating personnel is safe.Traditional console mode scaffold builds tedious process, expends material, artificial, and position It can not flexibly move, to face down material, the trouble built again.Moveable assembled scaffold although set up it is convenient, fast, but Surface state is often largely limited to, if ground out-of-flatness, or scaffolding height are higher, the method just faces necessarily Danger, also no longer be applicable.This Mobile operating platform of encorbelmenting is built, and the correlation for steel bridge or steel roofing is high Locate operation, both problems are readily solved.Platform is built, and it can be supported by facade steel plate and the steel pipe of two side perforations can group Into a safer maintenance system.Not only in same vertical position, steel pipe is interspersed in different height perforate, accomplishes vertical High flexible, and when loosening the bolt between H profile steel beam and facade supporting steel plate, then can be slid along before and after H profile steel beam.Really Accomplish comprehensive flexible moving operation.
The content of the invention
The problem of purpose of the present invention exists aiming at prior art is moved there is provided a kind of hanging type steel structure high-altitude operation Moving platform fast construction method, in the case that the problem of solving is not enough without the strong point or stress when bottom, builds one kind Hanging Mobile operating platform, had both solved the safety problem of operating personnel, and conveniently built when preparing to the related operation of shortening Between and the construction period.
The object of the present invention is achieved like this:A kind of hanging type steel structure high-altitude operation mobile platform fast construction side Method, including make by oneself U-shaped connector, facade steel plate of the self-control with regular φ 50mm perforates, M14*60 bolts, φ 48mm steel pipes, Fastener and bamboo sheathing springboard, are assembled at the scene with these components, a kind of hanging type steel structure high-altitude operation mobile platform of fast construction, Characterized in that, carrying out according to the following steps:
Homemade a pair U-shaped steel plate connectors are stuck on the bottom wing plate of H profile steel beam, bottom extension 100mm, in extension Divide the perforate with opening 4 φ 15mm at the top of the thick facade steel plates of 10mm, connected connector and facade steel plate with M14*60 bolt Connect, then φ 48mm steel pipes are interspersed in the φ 50mm perforates of facade steel plate, fastener is tightly twisted at two ends, prevents steel pipe from sliding, facade Steel pipe is completely inserted in the perforate of steel plate both sides from top to bottom, be can be used as both sides protective fence and is used, when full in same level height perforate Insert after steel pipe, after the completion of just can laying bamboo sheathing springboard, the associated construction content of this height, just steel pipe can be placed in last layer or under In one layer of perforate, accomplish vertical height flexibly, outrigger platform sets up completion since then;The construction content of same vertical position is completed Afterwards, the bolt at U-shaped connector just can be loosened, is moved horizontally along girder steel.
Four φ 15mm perforate is arranged at the facade steel plate 1300mm × 1700mm × 10mm, top, and top has three rows every 5 φ 50mm perforates are arranged, every two arrange pitch of holes 700mm.
Compared with prior art, it is an advantage of the invention that:Set up simple, quick, saving material and artificial, ensure operation On the premise of personal security, it is ensured that construction quality, can it is quickly vertical, move horizontally, without considering ground environment or bottom Supporting surface situation.
Brief description of the drawings
Fig. 1:U-shaped connector side view.
Fig. 2:U-shaped connector front elevation.
Fig. 3:M14*60 bolt figures.
Fig. 4:10mm thickness facade steel plate figures.
Fig. 5:The steel pipe figures of φ 48.
Fig. 6:Bamboo fence board figure.
Fig. 7:Fastener figure.
Embodiment
To further describe the present invention, with reference to embodiment and accompanying drawing, the invention will be further described.
As illustrated, a kind of hanging type steel structure high-altitude operation mobile platform fast construction method, including make U-shaped connection by oneself Part, facade steel plate of the self-control with regular φ 50mm perforates, M14*60 bolts, φ 48mm steel pipes, fastener and bamboo sheathing springboard, use this A little components are assembled at the scene, a kind of hanging type steel structure high-altitude operation mobile platform of fast construction, it is characterised in that by following step It is rapid to carry out:
Homemade a pair U-shaped steel plate connectors are stuck on the bottom wing plate of H profile steel beam, bottom extension 100mm, in extension Divide the perforate with opening 4 φ 15mm at the top of the thick facade steel plates of 10mm, connected connector and facade steel plate with M14*60 bolt Connect, then φ 48mm steel pipes are interspersed in the φ 50mm perforates of facade steel plate, fastener is tightly twisted at two ends, prevents steel pipe from sliding, facade Steel pipe is completely inserted in the perforate of steel plate both sides from top to bottom, be can be used as both sides protective fence and is used, when full in same level height perforate Insert after steel pipe, after the completion of just can laying bamboo sheathing springboard, the associated construction content of this height, just steel pipe can be placed in last layer or under In one layer of perforate, accomplish vertical height flexibly, outrigger platform sets up completion since then;The construction content of same vertical position is completed Afterwards, the bolt at U-shaped connector just can be loosened, is moved horizontally along girder steel.
Four φ 15mm perforate is arranged at the facade steel plate 1300mm × 1700mm × 10mm, top, and steel plate is in matrix point The 5 φ 50mm of row of cloth three perforate, every two arrange pitch of holes 700mm.

Claims (2)

1. a kind of hanging type steel structure high-altitude operation mobile platform fast construction method, including the U-shaped connector of self-control, self-control are carried Facade steel plate, M14*60 bolts, φ 48mm steel pipes, fastener and the bamboo sheathing springboard of regular φ 50mm perforates, with these components existing Field assembling, a kind of hanging type steel structure high-altitude operation mobile platform of fast construction, it is characterised in that carry out according to the following steps:
Homemade a pair U-shaped steel plate connectors are stuck on the bottom wing plate of H profile steel beam, bottom extension 100mm, extension with 4 φ 15mm perforate is opened at the top of 10mm thickness facade steel plates, is connected connector with facade steel plate with M14*60 bolt, then φ 48mm steel pipes are interspersed in the φ 50mm perforates of facade steel plate, fastener is tightly twisted at two ends, prevents steel pipe from sliding, facade steel plate two Steel pipe is completely inserted in the perforate of side from top to bottom, be can be used as both sides protective fence and is used, when completely slotting steel pipe in same level height perforate Afterwards, it just can lay after the completion of bamboo sheathing springboard, the associated construction content of this height, steel pipe just can be placed in last layer or next layer is opened Kong Zhong, accomplishes vertical height flexibly, outrigger platform sets up completion since then;After the completion of the construction content of same vertical position, just may be used The bolt at U-shaped connector is loosened, is moved horizontally along girder steel.
2. a kind of hanging type steel structure high-altitude operation mobile platform fast construction method according to claim 1, its feature It is:Four φ 15mm perforate is arranged at the facade steel plate 1300mm × 1700mm × 10mm, top, and steel plate is in matrix distribution three 5 φ 50mm perforate is arranged, every two arrange pitch of holes 700mm.
CN201710338693.9A 2017-05-15 2017-05-15 A kind of hanging type steel structure high-altitude operation mobile platform fast construction method Pending CN107060309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710338693.9A CN107060309A (en) 2017-05-15 2017-05-15 A kind of hanging type steel structure high-altitude operation mobile platform fast construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710338693.9A CN107060309A (en) 2017-05-15 2017-05-15 A kind of hanging type steel structure high-altitude operation mobile platform fast construction method

Publications (1)

Publication Number Publication Date
CN107060309A true CN107060309A (en) 2017-08-18

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115492353A (en) * 2022-09-28 2022-12-20 中建八局西北建设有限公司 Assembly type operation platform attached to top of steel pipe column and attachment method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102241381A (en) * 2010-05-11 2011-11-16 五冶集团上海有限公司 Hoist frame high-altitude grouping operation platform hanging bracket and using method thereof
CN102817468A (en) * 2012-08-15 2012-12-12 中建钢构有限公司 Portable detachable structural steel operating platform
CN204920169U (en) * 2015-07-10 2015-12-30 中建钢构有限公司 A portable high altitude operation platform for girder steel construction
CN205206278U (en) * 2015-12-16 2016-05-04 中国二十二冶集团有限公司 Construction is with combination gallows operation platform

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102241381A (en) * 2010-05-11 2011-11-16 五冶集团上海有限公司 Hoist frame high-altitude grouping operation platform hanging bracket and using method thereof
CN102817468A (en) * 2012-08-15 2012-12-12 中建钢构有限公司 Portable detachable structural steel operating platform
CN204920169U (en) * 2015-07-10 2015-12-30 中建钢构有限公司 A portable high altitude operation platform for girder steel construction
CN205206278U (en) * 2015-12-16 2016-05-04 中国二十二冶集团有限公司 Construction is with combination gallows operation platform

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115492353A (en) * 2022-09-28 2022-12-20 中建八局西北建设有限公司 Assembly type operation platform attached to top of steel pipe column and attachment method thereof

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Application publication date: 20170818