CN107035156A - Core Walls Structure horizontal structure self-crawling type protective platform - Google Patents
Core Walls Structure horizontal structure self-crawling type protective platform Download PDFInfo
- Publication number
- CN107035156A CN107035156A CN201710257363.7A CN201710257363A CN107035156A CN 107035156 A CN107035156 A CN 107035156A CN 201710257363 A CN201710257363 A CN 201710257363A CN 107035156 A CN107035156 A CN 107035156A
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- China
- Prior art keywords
- type protective
- core walls
- crawling type
- platform body
- horizontal structure
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Classifications
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- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3247—Storey high safety barrier hung from the facade and sliding up from level to level as work progresses
Abstract
The invention provides a kind of Core Walls Structure horizontal structure self-crawling type protective platform, including：Main platform body；Symmetrical vertical is fixed on four root posts of the main platform body；Symmetrically arranged four first connecting rods, every first connecting rod is fixedly connected with two adjacent columns, and every first connecting rod is located at the remote main platform body end for the column that is connected；Symmetrically arranged four shoulder pole girders, every two shoulder pole girders are parallel to be removably connected to wherein two root posts, and every shoulder pole girder is located at the close main platform body end for the column that is connected；The jack being detachably connected with four root posts.The present invention solves below Center-Periphery Structure workmen because caused by falling object from high altitude the problem of personal injury, Core Walls Structure horizontal structure self-crawling type protective platform synchronously can upwards climb with structure construction, eliminate simultaneously and repeat to isolate this process firmly above assembly and disassembly in the prior art, reduce the material assembled and disassembled repeatedly and the waste of labour.
Description
Technical field
The present invention relates to a kind of Core Walls Structure horizontal structure self-crawling type protective platform.
Background technology
In the prior art because high-rise building considers duration factor, constructed in advance using vertical structure (Center-Periphery Structure) more,
The mode that horizontal structure (floor) is made afterwards is constructed, and is caused the situation that there is crossings on different level construction, is increased what falling object from high altitude was hurted sb.'s feelings
Probability, currently existing scheme up sets up hard isolation when being construction, this scheme repeats the hard isolation in assembly and disassembly top, operated very numerous
It is trivial.
The content of the invention
It is an object of the invention to provide a kind of Core Walls Structure horizontal structure self-crawling type protective platform, it can solve the problem that under Center-Periphery Structure
Square workmen is because caused by falling object from high altitude the problem of personal injury.
To solve the above problems, the present invention provides a kind of Core Walls Structure horizontal structure self-crawling type protective platform, including：
Main platform body；
Symmetrical vertical is fixed on four root posts of the main platform body；
Symmetrically arranged four first connecting rods, every first connecting rod is fixedly connected with two adjacent columns, every first connecting rod
Positioned at the remote main platform body end of connected column；
Symmetrically arranged four shoulder pole girders, every two shoulder pole girders are parallel to be removably connected to wherein two root posts, and every flat
Spreader beam is located at the close main platform body end for the column that is connected；
The jack being detachably connected with four root posts.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, the main platform body includes shaped steel frame
Frame and the clamping plate and iron sheet being layed in successively on the structural steel frame.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, the structural steel frame uses H profile steel.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, four first connecting rods use pipe.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, four root posts use square steel.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, in addition to it is arranged at the platform master
Scalable Anti-inclining guide wheel on four angles of body.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, anti-dumping is additionally provided with every root post
Oblique orbit.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, the main platform body is square, type
Shape, concave shape or circle.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, in addition to symmetrically arranged two
Two connecting rods, every second connecting rod is removably connected to wherein two root posts, and every second connecting rod is located at the remote flat of the column that is connected
Platform bulk end and vertical with the shoulder pole girder.
Further, in above-mentioned Core Walls Structure horizontal structure self-crawling type protective platform, two second connecting rods use pipe.
Compared with prior art, the present invention includes：Main platform body；Symmetrical vertical is fixed on four of the main platform body and stood
Post；Symmetrically arranged four first connecting rods, every first connecting rod is fixedly connected with two adjacent columns, and every first connecting rod is located at phase
Connect the remote main platform body end of column；Symmetrically arranged four shoulder pole girders, every two shoulder pole girders are parallel to be removably connected to wherein
Two root posts, every shoulder pole girder is located at the close main platform body end for the column that is connected；The jack being detachably connected with four root posts, energy
Workmen is enough solved below Center-Periphery Structure because caused by falling object from high altitude the problem of personal injury, Core Walls Structure horizontal structure self-crawling type
Protective platform synchronously can upwards climb with structure construction, isolate this work firmly while eliminating and repeating assembly and disassembly top in the prior art
Sequence, reduces the material assembled and disassembled repeatedly and the waste of labour.
Brief description of the drawings
Fig. 1 is the structure chart of the Core Walls Structure horizontal structure self-crawling type protective platform of one embodiment of the invention.
Embodiment
In order to facilitate the understanding of the purposes, features and advantages of the present invention, it is below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is further detailed explanation.
As shown in figure 1, the present invention provides a kind of Core Walls Structure horizontal structure self-crawling type protective platform, including：
Main platform body 1, for being blocked to the falling object from high altitude above construction area, the high-altitude pendant at the top of main platform body
Thing needs periodic cleaning；
Symmetrical vertical is fixed on four root posts 2 of the main platform body；
Symmetrically arranged four first connecting rods 3, every first connecting rod is fixedly connected with two adjacent columns 2, every first company
Bar 3 is located at the remote main platform body end for the column that is connected；
Symmetrically arranged four shoulder pole girders 4, every two shoulder pole girders are parallel to be removably connected to wherein two root posts, and every flat
Spreader beam is located at the close main platform body end for the column that is connected, here, wherein every two shoulder pole girders 4 are connected in four root posts 2 wherein
Two root posts, another two shoulder pole girders 4 connect another two root post in four root posts 2, and shoulder pole girder is whole platform in construction operation
When bear the main portions of falling object from high altitude impulsive force, shoulder pole girder is set up in below construction floor the floor finished of having constructed when using
On face；
The jack 5 being detachably connected with four root posts 2.Specifically, as shown in figure 1, Core Walls Structure horizontal structure self-crawling type is anti-
Shield platform is set up in the conservation layer 7 of the lower section of construction layer 6 when in use, after floor construction is finished, by jack by four root posts
It is connected with construction area top structure 8 and tightening up jack makes Core Walls Structure horizontal structure self-crawling type protective platform is micro- to carry, is then removed
Shoulder pole girder is simultaneously climbed by jack control core cylinder horizontal structure self-crawling type protective platform, need to ensure Core Walls Structure water when climbing
The climbing speed at four angles of flat structure self-crawling type protective platform needs basic synchronization.Shoulder pole is reinstalled after rising to and needing position
Beam simultaneously makes its stress on the floor face finished of having constructed, then unclamp jack, then carries out next Rotating fields construction.
It is preferred that, the main platform body 1 includes structural steel frame and the clamping plate and iron that are layed in successively on the structural steel frame
Skin, had both served the effect of protecting against shock, and fireproof effect is served again.
It is preferred that, the structural steel frame uses H profile steel.
It is preferred that, four first connecting rods 3 use pipe.
It is preferred that, four root posts 2 use square steel, play a part of a power transmission to whole platform, it is ensured that whole protection is flat
The stability of platform.
It is preferred that, in addition to the scalable Anti-inclining guide wheel 9 being arranged on four angles of the main platform body 1, work as core
Cylinder horizontal structure self-crawling type protective platform is by jack when being lifted, and scalable Anti-inclining guide wheel 9 can support in applying when jack is lifted
On the wall in work area domain, four angles are synchronous uneven during preventing that Core Walls Structure horizontal structure self-crawling type protective platform from being lifted by jack
Situation that is even, causing Core Walls Structure horizontal structure self-crawling type protective platform to topple.
It is preferred that, anti-dumping oblique orbit 10 is additionally provided with every root post 2, for the anti-of the wall with being arranged at construction area
Tilt guide wheel to coordinate, perpendicularity during ensureing that Core Walls Structure horizontal structure self-crawling type protective platform is lifted by jack.
Optionally, the main platform body 1 is square, convex shape, concave shape or circle.Certain main platform body also can be according to anti-
The situation in shield region uses other shapes.
It is preferred that, in addition to symmetrically arranged two second connecting rods 11, every second connecting rod 11 is removably connected to wherein
Two root posts 2, every second connecting rod 11 is located at the remote main platform body end for the column that is connected and vertical with the shoulder pole girder 4.
It is preferred that, two second connecting rods 11 use pipe.
The present invention solves below Center-Periphery Structure workmen because caused by falling object from high altitude the problem of personal injury, Core Walls Structure
Horizontal structure self-crawling type protective platform synchronously can upwards climb with structure construction, be repeated in the prior art in assembly and disassembly while eliminating
Side isolates this process firmly, reduces the material assembled and disassembled repeatedly and the waste of labour.
The embodiment of each in this specification is described by the way of progressive, and what each embodiment was stressed is and other
Between the difference of embodiment, each embodiment identical similar portion mutually referring to.
Obviously, those skilled in the art can carry out the spirit of various changes and modification without departing from the present invention to invention
And scope.So, if these modifications and variations of the present invention belong to the claims in the present invention and its equivalent technologies scope it
Interior, then the present invention is also intended to including these changes and modification.
Claims (10)
1. a kind of Core Walls Structure horizontal structure self-crawling type protective platform, it is characterised in that including：
Main platform body；
Symmetrical vertical is fixed on four root posts of the main platform body；
Symmetrically arranged four first connecting rods, every first connecting rod is fixedly connected with two adjacent columns, and every first connecting rod is located at
The remote main platform body end of connected column；
Symmetrically arranged four shoulder pole girders, every two shoulder pole girders are parallel to be removably connected to wherein two root posts, every shoulder pole girder
Positioned at the close main platform body end of connected column；
The jack being detachably connected with four root posts.
2. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that the main platform body bag
The clamping plate and iron sheet for including structural steel frame and being layed in successively on the structural steel frame.
3. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 2, it is characterised in that the structural steel frame is adopted
Use H profile steel.
4. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that four first connecting rods are adopted
Use pipe.
5. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that four root post use sides
Steel.
6. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that also including being arranged at
State the scalable Anti-inclining guide wheel on four angles of main platform body.
7. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that also set on per root post
It is equipped with anti-dumping oblique orbit.
8. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that the main platform body is
Square, convex shape, concave shape or circle.
9. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 1, it is characterised in that also including being symmetrical arranged
Two second connecting rods, every second connecting rod is removably connected to wherein two root posts, and every second connecting rod is located at the column that is connected
Remote main platform body end and vertical with the shoulder pole girder.
10. Core Walls Structure horizontal structure self-crawling type protective platform as claimed in claim 9, it is characterised in that two second connecting rods
Using pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710257363.7A CN107035156A (en) | 2017-04-19 | 2017-04-19 | Core Walls Structure horizontal structure self-crawling type protective platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710257363.7A CN107035156A (en) | 2017-04-19 | 2017-04-19 | Core Walls Structure horizontal structure self-crawling type protective platform |
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| Publication Number | Publication Date |
|---|---|
| CN107035156A true CN107035156A (en) | 2017-08-11 |
Family
ID=59536032
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710257363.7A Pending CN107035156A (en) | 2017-04-19 | 2017-04-19 | Core Walls Structure horizontal structure self-crawling type protective platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107035156A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750841A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of distributing platform system of tube structure construction |
| CN109750842A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of installation method of the distributing platform system of tube structure construction |
| CN109750840A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | The installation method of distributing platform system for the construction of Super High tube structure |
| CN109838098A (en) * | 2019-01-15 | 2019-06-04 | 上海建工一建集团有限公司 | Distributing platform system for the construction of Super High tube structure |
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| JPH09184285A (en) * | 1995-12-30 | 1997-07-15 | Taiyo Doro:Kk | Method for constructing exterior of bottom of high-rise construction |
| CN201891255U (en) * | 2010-11-03 | 2011-07-06 | 中建三局第二建设工程有限责任公司 | Assembly/disassembly-free, movable and reusable operating platform of inner pipe well |
| CN104947926A (en) * | 2015-07-01 | 2015-09-30 | 中建一局集团建设发展有限公司 | Core tube inner tank upper formwork system hard protection device and construction method thereof |
| CN205476450U (en) * | 2016-03-04 | 2016-08-17 | 中建三局第一建设工程有限责任公司 | A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure |
| CN205472363U (en) * | 2016-03-17 | 2016-08-17 | 中国建筑第八工程局有限公司 | Superelevation layer construction internal climbing tower crane bottom protective platform with drawknot constructs to one side |
| CN106522541A (en) * | 2016-10-28 | 2017-03-22 | 上海建工集团股份有限公司 | Steel platform formwork lifting point bearing beams and lifting method for formwork system |
| CN206784974U (en) * | 2017-04-19 | 2017-12-22 | 上海建工一建集团有限公司 | Core Walls Structure horizontal structure self-crawling type protective platform |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750841A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of distributing platform system of tube structure construction |
| CN109750842A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of installation method of the distributing platform system of tube structure construction |
| CN109750840A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | The installation method of distributing platform system for the construction of Super High tube structure |
| CN109838098A (en) * | 2019-01-15 | 2019-06-04 | 上海建工一建集团有限公司 | Distributing platform system for the construction of Super High tube structure |
| CN109750842B (en) * | 2019-01-15 | 2021-05-07 | 上海建工一建集团有限公司 | Installation method of material distribution platform system for barrel structure construction |
| CN109750840B (en) * | 2019-01-15 | 2021-05-07 | 上海建工一建集团有限公司 | Installation method of material distribution platform system for construction of super high-rise tubular structure |
| CN109838098B (en) * | 2019-01-15 | 2024-02-13 | 上海建工一建集团有限公司 | Material distribution platform system for super high-rise barrel structure construction |
| CN109750841B (en) * | 2019-01-15 | 2024-02-13 | 上海建工一建集团有限公司 | Material distribution platform system for barrel structure construction |
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