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 PDFInfo
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/045—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile 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
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.
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 |
Family
ID=59597444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710338693.9A Pending CN107060309A (en) | 2017-05-15 | 2017-05-15 | A kind of hanging type steel structure high-altitude operation mobile platform fast construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107060309A (en) |
Cited By (1)
| 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)
| 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 |
-
2017
- 2017-05-15 CN CN201710338693.9A patent/CN107060309A/en active Pending
Patent Citations (4)
| 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)
| 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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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170818 |