CN209482681U - Protective platform in a kind of Super High Core Walls Structure - Google Patents
Protective platform in a kind of Super High Core Walls Structure Download PDFInfo
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- CN209482681U CN209482681U CN201822240885.9U CN201822240885U CN209482681U CN 209482681 U CN209482681 U CN 209482681U CN 201822240885 U CN201822240885 U CN 201822240885U CN 209482681 U CN209482681 U CN 209482681U
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- high core
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- protective platform
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Abstract
Protective platform in a kind of Super High Core Walls Structure, including protective platform, protective platform gap supplementary device, guide rail, stress frame, climbing apparatus and guide-rail coupling member；Several columns guide-rail coupling member is provided with relative to Super High Core Walls Structure is substantially symmetrical about its central axis in Super High core medial wall of the tube, and the columns of two sides is equal, and each column guide-rail coupling member includes several guide-rail coupling members；Guide rail card can vertically move on guide-rail coupling member along guide-rail coupling member；Climbing apparatus is mounted on guide rail, and stress frame is fixed on climbing apparatus, and the top of two stress frames is provided with protective platform gap supplementary device around protective platform across protective platform is set up between Super High core medial wall of the tube.The characteristics of the utility model promotes protective platform using climbing apparatus, has promotion speed fast, promotes safety and stability, while not needing to substantially reduce working hour, and improve safety by tower crane.
Description
Technical field
The utility model belongs to engineering construction technical field, in particular to protective platform in a kind of Super High Core Walls Structure.
Background technique
Core Walls Structure uses climbing formwork for construction, horizontal structure lag construction in cylinder, this necessarily leads to the presence of vertical hand in Core Walls Structure
Work surface is pitched, how to ensure cross-operation surface construction safely is the emphasis of engineering construction research, and the big protection of Core Walls Structure internal diameter is difficult,
Traditional defense uses horizontal hard protection, and it is slow that traditional horizontal hard protection promotes speed, it is necessary to be promoted by tower crane, not only seriously
Other processes construction is affected, and consuming time is long, can not reach predetermined target value, while Super High Core Walls Structure shear wall
Sectional dimension is gradually reduced as height increases, and it is increasing that this inevitably results in the gap between protective platform and shear wall,
The Integral sealing of protective platform is not can guarantee.
Utility model content
The purpose of this utility model is to provide protective platforms in a kind of Super High Core Walls Structure, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme:
Protective platform in a kind of Super High Core Walls Structure, including protective platform, protective platform gap supplementary device, guide rail, by
Power frame, climbing apparatus and guide-rail coupling member；It sets in Super High core medial wall of the tube relative to Super High Core Walls Structure is substantially symmetrical about its central axis
It is equipped with several columns guide-rail coupling member, the columns of two sides is equal, and each column guide-rail coupling member includes several guide-rail coupling members；Guide rail card
On guide-rail coupling member, and it can be vertically moved along guide-rail coupling member；Climbing apparatus is mounted on guide rail, stress frame fixed setting
On climbing apparatus, the top of two stress frames is around erection protective platform, protective platform and on the inside of Super High Core Walls Structure
Protective platform gap supplementary device is provided between wall.
Further, protective platform includes main joist and platform board；Several main joists are equidistantly across setting at two
The top of stress frame, the upper surface of main joist, which is arranged side by side, several platform boards, forms protective platform；Main joist is square steel tube,
Platform board is checkered steel plate.
Further, protective platform gap supplementary device includes sliding rail, sliding block, coaming plate and rubber strip；Between several sliding rails etc.
Away from the edge that protective platform upper surface is arranged in, on the slide rail, the glide direction of sliding block is towards on the inside of Super High Core Walls Structure for sliding block card
Wall is equidistantly provided with several through-holes on sliding rail, and through-hole is provided on sliding block, and sliding block passes through through-hole fixed bit by pivot pin
It sets；One end of coaming plate is hinged on sliding block, and the other end leans against Super High core medial wall of the tube, and coaming plate is not parallel with protective platform；
Rubber strip is provided between coaming plate and Super High core medial wall of the tube.
Further, climbing apparatus includes hydraulic cylinder, upper Commutating box and lower Commutating box, and upper Commutating box and lower Commutating box are equal
It is stuck on guide rail, and can be moved up and down along guide rail；Hydraulic cylinder is fixedly installed between upper Commutating box and lower Commutating box；On
Commutating box is fixedly connected with stress frame.
Further, guide rail is I-steel, and there are several blocks, guide rail top in the surface of guide rail along guide rail direction spaced set
End is provided with hook towards the side of Super High core medial wall of the tube, links up with for hanging over guide-rail coupling member；Upper Commutating box and
The reversing piece of lower Commutating box is withstood on block.
Further, stress frame is provided with hook close to the side of wall, links up with for hanging over guide-rail coupling member.
Further, guide-rail coupling member includes built-in fitting and embedded part support；Built-in fitting is preset on the inside of Super High Core Walls Structure
In wall, embedded part support is fixed in Super High core medial wall of the tube by being fixedly connected with built-in fitting；Embedded part support is recessed
Channel-shaped, groove being capable of card main guide rails.
Further, job platform is set in the Super High Core Walls Structure below protective platform.
Compared with prior art, the utility model has following technical effect:
The utility model promotes protective platform using climbing apparatus, has promotion speed fast, promotes safety and stability
The characteristics of, while not needing to substantially reduce working hour, and improve safety by tower crane；On the protective platform of the utility model
It is provided with protective platform gap supplementary device, which is used to make up protective platform and gap between the walls, ensure that protection
Integral sealing after platform promotion.
The protective platform gap supplementary device of the utility model connects coaming plate with sliding block by sliding rail, realizes that dynamic makes up,
It is realized by the position of adjusting slider and adjusts coaming plate at a distance from wall, be always ensured that coaming plate is in a good stress surface, keep away
Exempt from the problem that the excessive coaming plate in gap reaches the difference of airtightness caused by metope；
It is provided with rubber strip on the protective platform gap supplementary device of the utility model, increases and the frictional force of wall and close
Feng Xing.
The utility model uses climbing apparatus, alternately increase stress frame and guide rail, greatly improves the rate of climb, shortens work
Phase is not promoted by tower crane, reduces construction cost, and enhancing promotes safety.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model partial enlarged view；
Fig. 3 is the utility model lift rail schematic diagram；
Fig. 4 is to promote protective platform schematic diagram；
Fig. 5 is protective platform gap supplementary device structure chart.
Wherein: 1 core barrel, 2, embedded part support, 3, built-in fitting, 4, rubber strip, 5, coaming plate, 6, main joist, 7, platform board,
8, guide rail, 9, job platform, 10, stress frame, 11, upper Commutating box, 12, hydraulic cylinder, 13, lower Commutating box, 14, block, 15, extension
Hook, 16, sliding rail, 17, sliding block, 18, through-hole.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Please refer to Fig. 1 to Fig. 5, protective platform in a kind of Super High Core Walls Structure, including protective platform, protective platform gap are mended
Fill set, guide rail 8, stress frame 10, climbing apparatus and guide-rail coupling member；Relative to Super High core in Super High core medial wall of the tube
Heart cylinder is substantially symmetrical about its central axis to be provided with several columns guide-rail coupling member, and the columns of two sides is equal, and each column guide-rail coupling member includes several
Guide-rail coupling member；Guide rail 8 is stuck on guide-rail coupling member, and can be vertically moved along guide-rail coupling member；Climbing apparatus, which is mounted on, leads
On rail 8, stress frame 10 is fixed on climbing apparatus, and across protective platform is set up, protection is flat on the top of two stress frames 10
Protective platform gap supplementary device is provided with around platform between Super High core medial wall of the tube.Stress frame 10 is solid for several steel pipes
It is fixed to connect the shelf formed, it is provided in stress frame for providing the hydraulic device of power to climbing apparatus.
Protective platform includes main joist 6 and platform board 7；Several main joists 6 are equidistantly across setting in two stress frames
10 top, the upper surface of main joist 6, which is arranged side by side, several platform boards 7, forms protective platform；Main joist 6 is square steel tube, is put down
Platen 7 is checkered steel plate.Square steel tube is 10# square steel tube.The steel plate strip of 500mm wide is cut to 3mm thickness checkered steel plate.Steel plate strip
It is connect on one side with hard protection platform board with hinge.It in another semifixed rubber washer of turnover panel, abuts against on shear wall, it is ensured that tight
Property.
Protective platform gap supplementary device includes sliding rail 16, sliding block 17, coaming plate 5 and rubber strip 4；Several sliding rails 16 are equidistant
The edge of protective platform upper surface is set, and sliding block 17 is stuck on sliding rail 16, and the glide direction of sliding block 17 is towards Super High Core Walls Structure
Inner sidewall is equidistantly provided with several through-holes 18 on sliding rail 16, through-hole 18 is provided on sliding block 17, and sliding block 17 is worn by pivot pin
Cross the fixed position of through-hole；One end of coaming plate 5 is hinged on sliding block 17, and the other end leans against Super High core medial wall of the tube, coaming plate 5 with
Protective platform is not parallel；Rubber strip 4 is provided between coaming plate 5 and Super High core medial wall of the tube.
Climbing apparatus includes hydraulic cylinder 12, upper Commutating box 11 and lower Commutating box 13, upper Commutating box 11 and lower Commutating box 13
It is stuck on guide rail 8, and can be moved up and down along guide rail 8；Liquid is fixedly installed between upper Commutating box 11 and lower Commutating box 13
Compressing cylinder 12；Upper Commutating box 11 is fixedly connected with stress frame 10.
Guide rail 8 is I-steel, and there are several blocks 14,8 top court of guide rail in the surface of guide rail 8 along guide rail direction spaced set
The side of Super High core medial wall of the tube is provided with hook, links up with for hanging over guide-rail coupling member；Upper Commutating box 11 is under
The reversing piece of Commutating box 13 is withstood on block 14；
When lift rail, the reversing piece of upper Commutating box 11 and lower Commutating box 13 withstands on the lower surface of block 14.
After guide rail is promoted, on the guide-rail coupling member for hanging over one layer on guide rail top, it is flat to be then lifted out protection
Platform, at this point, the reversing piece of upper Commutating box 11 and lower Commutating box 13 withstands on the upper surface of block 14.
In addition turnover panel is withdrawn in lifting process, after promotion, opens turnover panel.
Stress frame 10 is provided with hook close to the side of wall, links up with for hanging over guide-rail coupling member.
Guide-rail coupling member includes built-in fitting 3 and embedded part support 2；Built-in fitting is preset in Super High core medial wall of the tube, is buried
Part support 2 is fixed in Super High core medial wall of the tube by being fixedly connected with built-in fitting 3；Embedded part support 2 is groove-like,
Its groove being capable of card main guide rail 8.
Job platform 9 is set in the Super High Core Walls Structure below protective platform.
Claims (8)
1. protective platform in a kind of Super High Core Walls Structure, which is characterized in that including protective platform, protective platform gap supplement dress
It sets, guide rail (8), stress frame (10), climbing apparatus and guide-rail coupling member；Relative to Super High core in Super High core medial wall of the tube
Heart cylinder is substantially symmetrical about its central axis to be provided with several columns guide-rail coupling member, and the columns of two sides is equal, and each column guide-rail coupling member includes several
Guide-rail coupling member；Guide rail (8) is stuck on guide-rail coupling member, and can be vertically moved along guide-rail coupling member；Climbing apparatus is mounted on
On guide rail (8), stress frame (10) is fixed on climbing apparatus, and the top of two stress frames (10) is flat across protection is set up
Platform is provided with protective platform gap supplementary device around protective platform between Super High core medial wall of the tube.
2. protective platform in a kind of Super High Core Walls Structure according to claim 1, which is characterized in that protective platform includes master
Keel (6) and platform board (7)；Several main joists (6) are equidistantly across setting in the top in two stress frames (10), main joist
(6) upper surface, which is arranged side by side, to be had several platform boards (7), and protective platform is formed；Main joist (6) is square steel tube, and platform board (7) is
Checkered steel plate.
3. protective platform in a kind of Super High Core Walls Structure according to claim 1, which is characterized in that mend in protective platform gap
It fills and sets including sliding rail (16), sliding block (17), coaming plate (5) and rubber strip (4)；It is flat that several sliding rails (16) are set in qually spaced in protection
The edge of platform upper surface, sliding block (17) are stuck on sliding rail (16), the glide direction of sliding block (17) towards Super High core medial wall of the tube,
It is equidistantly provided with several through-holes (18), is provided on sliding block (17) through-hole (18) on sliding rail (16), sliding block (17) passes through axis
Pin is across the fixed position of through-hole；One end of coaming plate (5) is hinged on sliding block (17), and the other end leans against on the inside of Super High Core Walls Structure
Wall, coaming plate (5) and protective platform are not parallel；Rubber strip (4) are provided between coaming plate (5) and Super High core medial wall of the tube.
4. protective platform in a kind of Super High Core Walls Structure according to claim 1, which is characterized in that climbing apparatus includes liquid
Compressing cylinder (12), upper Commutating box (11) and lower Commutating box (13), upper Commutating box (11) and lower Commutating box (13) are stuck in guide rail (8)
On, and can be moved up and down along guide rail (8)；Hydraulic cylinder is fixedly installed between upper Commutating box (11) and lower Commutating box (13)
(12)；Upper Commutating box (11) is fixedly connected with stress frame (10).
5. protective platform in a kind of Super High Core Walls Structure according to claim 4, which is characterized in that guide rail (8) is I-shaped
The surface of steel, guide rail (8) has several blocks (14) along guide rail direction spaced set, and guide rail (8) top is towards Super High core
The side of medial wall of the tube is provided with hook, links up with for hanging over guide-rail coupling member；Upper Commutating box (11) and lower Commutating box (13)
Reversing piece withstand on block (14).
6. protective platform in a kind of Super High Core Walls Structure according to claim 4, which is characterized in that stress frame (10) is close
The side of wall is provided with hook, links up with for hanging over guide-rail coupling member.
7. protective platform in a kind of Super High Core Walls Structure according to claim 1, which is characterized in that guide-rail coupling member includes
Built-in fitting (3) and embedded part support (2)；Built-in fitting is preset in Super High core medial wall of the tube, embedded part support (2) by with it is pre-buried
Part (3), which is fixedly connected, to be fixed in Super High core medial wall of the tube；Embedded part support (2) is groove-like, and groove can block
Main guide rail (8).
8. protective platform in a kind of Super High Core Walls Structure according to claim 1, which is characterized in that below protective platform
Job platform (9) are set in Super High Core Walls Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822240885.9U CN209482681U (en) | 2018-12-27 | 2018-12-27 | Protective platform in a kind of Super High Core Walls Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822240885.9U CN209482681U (en) | 2018-12-27 | 2018-12-27 | Protective platform in a kind of Super High Core Walls Structure |
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| Publication Number | Publication Date |
|---|---|
| CN209482681U true CN209482681U (en) | 2019-10-11 |
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ID=68129107
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822240885.9U Active CN209482681U (en) | 2018-12-27 | 2018-12-27 | Protective platform in a kind of Super High Core Walls Structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537867A (en) * | 2018-12-27 | 2019-03-29 | 上海绿地建设(集团)有限公司 | Protective platform in a kind of Super High Core Walls Structure based on climbing apparatus |
| CN114809565A (en) * | 2022-04-18 | 2022-07-29 | 中建八局第一建设有限公司 | Ultrahigh-rise core tube variable-section inclined wall hanging frame and construction method |
-
2018
- 2018-12-27 CN CN201822240885.9U patent/CN209482681U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537867A (en) * | 2018-12-27 | 2019-03-29 | 上海绿地建设(集团)有限公司 | Protective platform in a kind of Super High Core Walls Structure based on climbing apparatus |
| CN114809565A (en) * | 2022-04-18 | 2022-07-29 | 中建八局第一建设有限公司 | Ultrahigh-rise core tube variable-section inclined wall hanging frame and construction method |
| CN114809565B (en) * | 2022-04-18 | 2023-07-07 | 中建八局第一建设有限公司 | Super high-rise core tube variable-section inclined wall hanger and construction method |
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