CN206233541U - A kind of interior top external climbing mould bases operation platform for construction of super highrise building - Google Patents
A kind of interior top external climbing mould bases operation platform for construction of super highrise building Download PDFInfo
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- CN206233541U CN206233541U CN201621108786.XU CN201621108786U CN206233541U CN 206233541 U CN206233541 U CN 206233541U CN 201621108786 U CN201621108786 U CN 201621108786U CN 206233541 U CN206233541 U CN 206233541U
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Abstract
The utility model discloses a kind of interior top external climbing mould bases operation platform for construction of super highrise building, including the lifting platform system between the hydraulic climbing die block system on the construction wall on the outside of building and the adjacent architectural wall on the inside of building；The lifting platform system include climbing device, the operating platform on climbing device, and be installed on construction wall, the attached wall embedded part of attachment of being climbed for climbing device.The utility model uses hydraulic climbing die block system by external wall, and lifting platform system is used between the construction wall on the inside of building, two systems are operated simultaneously, instead of traditional integral jacking formula operation platform, horizontal support girder steel need not be set, attached wall embedded part is installed only on construction wall just can realize that oil cylinder climbs, shorten the total height of operation platform and its supporting frame, reduce the construction gap of vertical structure and horizontal structure so that hydraulic climbing system does not interfere with the construction of horizontal structure.
Description
Technical field
The utility model is related to construction of super highrise building field, more particularly to a kind of interior top for construction of super highrise building
External climbing mould bases operation platform.
Background technology
In the reinforced concrete construction of the buildings such as wall, Core Walls Structure, chimney, water tower in skyscraper, use mostly
Integrally hoisting steel platform pin hand system.Coordinate shown in Fig. 1 and Fig. 2, the system is branch with interpolation supporting upright post (lattice column) within the walls
Support, with Lift-slab machine as power, girder uses heavy in section H profile steel, lower extension template and pin hand system.The shape on Core Walls Structure operating surface
Into closing, the operating platform with certain bearing capacity.
But there is following defect in the overall lift cylinder platform legs hand system：
1st, because the steel platform is overall affixed, when structure semi-girder truss, coupling beam is run into, necessary Cutting platform, increased
Difficulty of construction, otherwise will be unable to the related horizontal structure of construction；
2nd, lattice column must be imbedded in structure, it is impossible to reclaimed, and caused the waste of material and be have impact on horizontal structure
Construction；
3rd, the Super High core tube construction generally construction method that uses for：In advance, horizontal structure falls behind vertical vertical structure
More than 10 layers of wall, causes vertical and horizontal structure drop too big, and the security against fire potential problem and structure for being faced with sternness are received
Power problem.And the protection of top module system bottom safety is more difficult, falling object from high altitude brings for the structure construction of lower horizontal beam slab
Serious potential safety hazard.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of lightweight, speed of application soon, and landing beam is not through walls,
Level and vertical structure can synchronous construction the interior top external climbing mould bases operation platform for construction of super highrise building.
To realize above-mentioned technique effect, the utility model discloses a kind of interior top external climbing for construction of super highrise building
Mould bases operation platform, including hydraulic climbing die block system on the construction wall on the outside of building and adjacent on the inside of building are built
Lifting platform system between walling body；The lifting platform system includes that climbing device, the operation on climbing device are put down
Platform, and be installed on construction wall, the attached wall embedded part of attachment of being climbed for climbing device.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
State hydraulic climbing die block system including hydraulic climbing scaffold and be installed on the wall face of construction wall, the attached wall of attachment of being climbed for hydraulic climbing scaffold
Device.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
Stating wall-attaching equipment includes the built-in fitting being embedded on wall face and the track that climbs hanging on the built-in fitting, and the hydraulic pressure is climbed
Frame is climbed by hydraulic jacking device and is climbed on track in described.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
Operating platform is stated to be propped up on the climbing device by lattice column.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
Climbing device is stated including hydraulic jack, first be connected with the housing of the hydraulic jack climb support and with the hydraulic pressure
The push rod connection second of jack is climbed support, and described first support that climbs is attached to the attached wall with described second support that climbs
On embedded part.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
The housing for stating hydraulic jack is located in the lattice column.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
The bottom for stating operating platform is hung and is provided with secondary operating platform, and the attached operating platform is fixedly connected on the lattice column.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building is further improved, institute
The bottom for stating operating platform is provided with and hangs mould.
The utility model makes it have following beneficial effect as a result of above technical scheme：
Hydraulic climbing die block system is used by external wall, and use lifting platform between construction wall on the inside of building
System, two systems are operated simultaneously, instead of traditional integral jacking formula operation platform, significantly reduce the entirety weight of operation platform
Amount, alleviates the burden of hydraulic jacking system, more flexibly, accelerates speed of application；
Light-weighted lifting platform system is configured with, oil cylinder can use small-sized oil cylinder, it is not necessary to set horizontal support girder steel,
Attached wall embedded part is installed only on construction wall just can realize that oil cylinder climbs, and shorten total height of operation platform and its supporting frame
Degree, reduces the construction gap of vertical structure and horizontal structure so that hydraulic climbing system does not interfere with applying for horizontal structure
Work；
Lifting platform system on the inside of building does not pass through construction wall, and platform differs only by 1 apart from the assembling reinforcement scope of operation
The height of floor, reinforcing bar transmission and colligation are convenient.
Brief description of the drawings
Fig. 1 and Fig. 2 are two kinds of schematic diagrames of traditional lifting platform.
Fig. 3 shows for a kind of structure of interior top external climbing mould bases operation platform for construction of super highrise building of the utility model
It is intended to.
Fig. 4 is put for a kind of part of interior top external climbing mould bases operation platform for construction of super highrise building of the utility model
Big schematic diagram.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to the utility model.
Refering to shown in Fig. 3 and Fig. 4, a kind of interior top external climbing mould bases for construction of super highrise building of the utility model is constructed
Platform is made up of hydraulic climbing die block system 11 and the two parts of lifting platform system 12, wherein, hydraulic climbing die block system 11 is applied to building
Climbing formwork for construction on the wall face of the construction wall in outside, i.e. external wall, and between adjacent architectural wall on the inside of building
The construction of inner side wall and horizontal structure is then carried out using lifting platform system 12, is using " outside creeping formwork+inner side backform "
System, instead of traditional integral jacking formula operation platform.
By taking core tube steel Reinforced Concrete Construction as an example, entered using hydraulic climbing die block system 11 on the wall face of Core Walls Structure exterior wall
The construction such as the reinforcement installation of row Core Walls Structure exterior wall, model sheetinstallat and concreting, and built in the adjacent of Core Walls Structure inner side of outer wall
The construction of Core Walls Structure internal structure is carried out (comprising inner side wall and level using small-sized lifting platform system 12 between walling body
The construction of structure).
Specifically, coordinate shown in Fig. 4, hydraulic climbing die block system 11 is main by hydraulic climbing scaffold 111, wall-attaching equipment 112 and hydraulic pressure
Jacking apparatus 113 are constituted.Wall-attaching equipment 112 is installed on the wall face of the external wall of completion of having constructed, and hydraulic climbing scaffold 111 leads to
Hydraulic jacking device 113 is crossed to be installed in wall-attaching equipment 112 and climbed upwards or falls downward with wall-attaching equipment 112.Attached wall is filled
Put and further include built-in fitting and hang the track that climbs being installed on built-in fitting, built-in fitting is in substrustion external wall construction
With regard to pre-plugged in external wall, burial place and embedded angle should be strictly controlled when embedded, the track that climbs passes through built-in fitting
It is attached on external wall and can be upwards climbed or falls downward along external wall.Hydraulic jacking device is connected to hydraulic climbing scaffold
Between 111 and the track that climbs, it includes jacking cylinder and is arranged on the upper and lower Commutating box up and down of jacking cylinder, and upper and lower Commutating box is used
Climbed track in connection alternately up and down, jacking cylinder climbs power for offer, in jacking cylinder and the work of upper and lower interchange box
With lower band hydrodynamic pressure climbing frame 111 in climbing to carry out external wall construction upwards on the track that climbs, and after external wall construction is finished, band
Hydrodynamic pressure climbing frame 111 is in falls downward on the track that climbs, easy construction and installation reliability.The hydraulic climbing scaffold can use multilayer support body
Structure, and carry segment template and construction tool.
Lifting platform system 12 is mainly made up of operating platform 121, climbing device 122 and attached wall embedded part.Attached wall embedded part can
It is similar with foregoing built-in fitting using taper embedded sleeve barrel, in substrustion wall construction, it is embedded in the building wall of adjacent both sides
In vivo, attachment when and being climbed as climbing device 122, should be noted that attached on the construction wall of both sides in embedded attached wall embedded part
Wall embedded part should be symmetrical arranged, stationarity during ensuring to climb.Operating platform 121 is installed by lattice column 124 and is fixed on both sides
Climbing device 122 on and with climbing device 122 climb along both sides construction wall move.Both sides lattice column 124 it
Between horizontal brace rod and oblique connecting rod be set be supported reinforcings, and drawing sets drawknot between horizontal brace rod and operating platform
Screw rod or steel wire rope carry out drawknot reinforcing, to improve the stability of lattice column, and then improve the stability of operating platform.
Wherein, operating platform 121 uses truss platform, top laying landing slab to can be used for placing of material, needing tower crane
During construction, tower crane can be set, while appropriate on the climbing device being provided with below the operating platform of tower crane increase vertical supporting,
Enhancing bearing capacity.
Climbing device 122 further climbs support by hydraulic jack 125, first and second support that climbs is constituted, and first
The support that climbs is connected to the housing of hydraulic jack 125, and second support that climbs is connected to the push rod of hydraulic jack 125, first
Climb support and second support that climbs be connected on attached wall embedded part, the housing of hydraulic jack 125 is arranged in lattice column 124,
Push rod releases downwards the housing of hydraulic jack.When climbing, second support that climbs is fixed with attached wall embedded part, and unclamp first
Climb support and attached wall embedded part, and the push rod of hydraulic jack is released downwards, acts on second and climb on support, climbs due to second
Support is fixed with construction wall, the housing of hydraulic jack is pushed against back up, with being erected at the first behaviour climbed on support body
Make the upward jacking of platform, after jacking in place, fix first and climb support and corresponding attached wall embedded part, unclamp the and the support that climbs
With attached wall embedded part, the push rod of hydraulic jack withdrawn in housing, is withdrawn upwards together with the support that climbs of second on push rod, then
It is secondary to fix second and climb support and attached wall embedded part, complete once climbing for operating platform.Easy to operate and installation is consolidated.
Further, in the bottom of operating platform 121, at the construction wall to be onstructed of both sides, hang that to be provided with secondary operation flat
Platform 126, and attached operating platform 126 is fixedly connected on lattice column 124, be can be set between two attached operating platforms 126 of both sides and jumped
Plate is connected, and is easy to personnel to construct and current.It is additionally provided with the bottom of operating platform 121 and hangs mould (do not shown in figure and hang mould), in behaviour
The bottom for making platform 121 sets outrigger platform beam, this can outrigger platform beam be I-beam, hang mould and rolled in this using hanging mould roller
On the lower wing plate of I-beam, model sheetinstallat construction is carried out in attached operating platform 126 in order to operating personnel.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building of the utility model is by outer in building
Wall uses hydraulic climbing die block system, and uses lifting platform system, the same luck of two systems between construction wall on the inside of building
Make, instead of traditional integral jacking formula operation platform, significantly reduce the overall weight of operation platform, alleviate hydraulic lifting system
The burden of system, more flexibly, accelerates speed of application；
Simultaneously as being configured with light-weighted lifting platform system, oil cylinder can use small-sized oil cylinder, it is not necessary to set level
Support steel beam, installation attached wall embedded part just can realize that oil cylinder climbs, and shortens operation platform and its support frame only on construction wall
The total height of body, reduces the construction gap of vertical structure and horizontal structure so that hydraulic climbing system does not interfere with level
The construction of structure；
Further, the lifting platform system on the inside of building does not pass through construction wall, and platform is apart from the assembling reinforcement scope of operation
1 height of floor is differed only by, reinforcing bar transmission and colligation are convenient.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (8)
1. a kind of interior top external climbing mould bases operation platform for construction of super highrise building, it is characterised in that：Including located at building
Lifting platform system between hydraulic climbing die block system on the construction wall in outside and the adjacent architectural wall on the inside of building；
The lifting platform system includes climbing device, the operating platform on climbing device, and is installed on construction wall, supplies
Climbing device climbs the attached wall embedded part of attachment.
2. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 1, its feature
It is：The hydraulic climbing die block system include hydraulic climbing scaffold and be installed on the wall face of construction wall, climbed for hydraulic climbing scaffold it is attached
The wall-attaching equipment.
3. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 2, its feature
It is：The wall-attaching equipment includes the built-in fitting being embedded on wall face and the track that climbs hanging on the built-in fitting, institute
State hydraulic climbing scaffold and climbed by hydraulic jacking device and climbed on track in described.
4. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 1, its feature
It is：The operating platform is propped up on the climbing device by lattice column.
5. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 4, its feature
It is：The climbing device include hydraulic jack, first be connected with the housing of the hydraulic jack climb support and with
The push rod connection second of the hydraulic jack is climbed support, and described first support that climbs is attached to described second support that climbs
On the attached wall embedded part.
6. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 5, its feature
It is：The housing of the hydraulic jack is in the lattice column.
7. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 4, its feature
It is：The bottom of the operating platform is hung and is provided with secondary operating platform, and the secondary operating platform is fixedly connected on the lattice column.
8. a kind of interior top external climbing mould bases operation platform for construction of super highrise building as claimed in claim 7, its feature
It is：The bottom of the operating platform is provided with hangs mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621108786.XU CN206233541U (en) | 2016-10-10 | 2016-10-10 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621108786.XU CN206233541U (en) | 2016-10-10 | 2016-10-10 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
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| CN206233541U true CN206233541U (en) | 2017-06-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621108786.XU Active CN206233541U (en) | 2016-10-10 | 2016-10-10 | A kind of interior top external climbing mould bases operation platform for construction of super highrise building |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437130A (en) * | 2016-10-10 | 2017-02-22 | 中国建筑第八工程局有限公司 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
| CN108678400A (en) * | 2018-06-11 | 2018-10-19 | 中建局集团建设发展有限公司 | Automatic climbing brooder system in extremely frigid zones building structure and its construction method |
| CN108729664A (en) * | 2018-07-03 | 2018-11-02 | 中国建筑第八工程局有限公司 | The lifting platform jacking method for integrating template type attachment device and lattice column |
| WO2019011319A1 (en) * | 2017-07-14 | 2019-01-17 | 四川华西集团有限公司 | Hydraulic steel jacking platform capable of achieving integral and local jacking of external formwork and steel platform |
| 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 |
-
2016
- 2016-10-10 CN CN201621108786.XU patent/CN206233541U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437130A (en) * | 2016-10-10 | 2017-02-22 | 中国建筑第八工程局有限公司 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
| WO2019011319A1 (en) * | 2017-07-14 | 2019-01-17 | 四川华西集团有限公司 | Hydraulic steel jacking platform capable of achieving integral and local jacking of external formwork and steel platform |
| CN108678400A (en) * | 2018-06-11 | 2018-10-19 | 中建局集团建设发展有限公司 | Automatic climbing brooder system in extremely frigid zones building structure and its construction method |
| CN108678400B (en) * | 2018-06-11 | 2023-12-01 | 中建一局集团建设发展有限公司 | Automatic climbing greenhouse system on building structure in alpine region and construction method thereof |
| CN108729664A (en) * | 2018-07-03 | 2018-11-02 | 中国建筑第八工程局有限公司 | The lifting platform jacking method for integrating template type attachment device and lattice column |
| CN108729664B (en) * | 2018-07-03 | 2023-08-08 | 中国建筑第八工程局有限公司 | Integrated template type connecting device for jacking platform and jacking method of lattice column |
| 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 |
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ding Yunbo Inventor after: Zhang Jieke Inventor after: Liang Yueli Inventor after: Tang Jiyu Inventor after: Ren Yufeng Inventor after: Xue Qing Inventor after: Liu Dong Inventor after: Lin Zhonghe Inventor after: Ge Xianglin Inventor after: Tang Gewei Inventor after: Luo Yifeng Inventor before: Tang Jiyu Inventor before: Lin Zhonghe Inventor before: Ge Xianglin Inventor before: Tang Gewei Inventor before: Luo Yifeng Inventor before: Zhang Jieke Inventor before: Liang Yueli |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190124 Address after: 610000 No. 95, Second Section of Jiefang Road, Jinniu District, Chengdu City, Sichuan Province Co-patentee after: China Construction Eighth Engineering Division Co., Ltd. Patentee after: China Huashi Enterprises Co., Ltd. Co-patentee after: Sichuan No.6 Construction Co., Ltd. Address before: 200122 Pudong New Area, Shanghai, China (Shanghai) free trade trial area 1568 Century Avenue 27 Patentee before: China Construction Eighth Engineering Division Co., Ltd. |