CN106437130A - Inner roof external climbing type formwork construction platform for super high-rise building construction - Google Patents
Inner roof external climbing type formwork construction platform for super high-rise building construction Download PDFInfo
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- CN106437130A CN106437130A CN201610882975.0A CN201610882975A CN106437130A CN 106437130 A CN106437130 A CN 106437130A CN 201610882975 A CN201610882975 A CN 201610882975A CN 106437130 A CN106437130 A CN 106437130A
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- 230000009194 climbing Effects 0.000 title claims abstract description 77
- 238000010276 construction Methods 0.000 title claims abstract description 71
- 238000009415 formwork Methods 0.000 title abstract description 7
- 238000009435 building construction Methods 0.000 title abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 230000003247 decreasing effect Effects 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000009933 burial Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses an inner roof external climbing type formwork construction platform for super high-rise building construction. The inner roof external climbing type formwork construction platform comprises a hydraulic creeping formwork system arranged on the outer side of a building and located on building walls and a jacking platform system arranged on the inner side of the building and located between adjacent building walls. The jacking platform system comprises a climbing device, an operating platform arranged on the climbing device and wall-attached embedder parts installed on the building walls and used for the climbing device to climb and attach. The hydraulic creeping formwork system adopted on a building external wall and the jacking platform system adopted on the inner side of the building and located between the building walls simultaneously operate to replace a traditional integral jacking type construction platform, horizontal supporting steel beams are not needed, oil cylinder climbing can be achieved only by installing the wall-attached embedder parts on the building walls, the total height of the construction platform and a supporting frame body of the platform is decreased, and a construction difference between a vertical structure and a horizontal structure is decreased, so that the hydraulic climbing system does not influence horizontal structure construction.
Description
Technical field
The present invention relates to construction of super highrise building field, more particularly, to a kind of climb for outside the interior top of construction of super highrise building
Formula mould bases operation platform.
Background technology
In the reinforced concrete construction of the buildings such as the body of wall of skyscraper, Core Walls Structure, chimney, water tower, mostly adopt
Integrally hoisting steel platform pin hand system.Cooperation Fig. 1 and Fig. 2 shown in, this system with interpolation supporting upright post (lattice column) within the walls be prop up
Support, with Lift-slab machine as power, girder adopts heavy in section H profile steel, lower extension template and pin hand system.Shape on Core Walls Structure operating surface
Become closing, there is the operating platform of certain bearing capacity.
But there is following defect in this overall lift cylinder platform legs hand system：
1st, because this steel platform is overall affixed, when running into structure semi-girder truss, coupling beam, necessary Cutting platform, increased
Difficulty of construction, otherwise will be unable to related horizontal structure of constructing；
2nd, lattice column must be imbedded in structure it is impossible to reclaim, and causes wasting and have impact on horizontal structure of material
Construction；
3rd, the construction method that Super High core tube construction generally adopts is：In advance, horizontal structure falls behind vertical vertical structure
More than 10 layers of body of wall, leads to vertically and horizontal structure drop is too big, is faced with the security against fire potential problem of sternness and structure is subject to
Power problem.And backform system bottom security protection is more difficult, falling object from high altitude brings for the structure construction of lower horizontal beam slab
Serious potential safety hazard.
Content of the invention
The technical problem to be solved is to provide that a kind of lightweight, speed of application is fast, 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.
For realizing above-mentioned technique effect, the invention discloses a kind of interior top external climbing mould bases for construction of super highrise building
Operation platform, including the hydraulic climbing die block system on the construction wall in building outside and the adjacent architectural wall located at building inner side
Lifting platform system between body；Described lifting platform system includes climbing device, the operating platform on climbing device, with
And it is installed on the attached wall embedded part of attachment of climbing on construction wall, for climbing device.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
State hydraulic climbing die block system include hydraulic climbing scaffold and be installed on construction wall wall face on, the attached wall of attachment of climbing for hydraulic climbing scaffold
Device.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
State wall-attaching equipment to include the built-in fitting that is embedded on wall face and hang on the track that climbs on described built-in fitting, described hydraulic pressure is climbed
Frame is climbed by hydraulic jacking device and climbs on track in described.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
State operating platform to prop up on described climbing device by lattice column.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
State climbing device and include hydraulic jack, first being connected with the housing of described hydraulic jack climb support and with described hydraulic pressure
The push rod of jack connects second and climbs support, and described first support that climbs is attached to described attached wall with described second support that climbs
On embedded part.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
The housing stating hydraulic jack is in described lattice column.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
The bottom stating operating platform is hung and is provided with secondary operating platform, and described attached operating platform is fixedly connected on described lattice column.
A kind of described interior top external climbing mould bases operation platform for construction of super highrise building is further improved by, institute
The bottom stating operating platform is provided with and hangs mould.
The present invention is due to employing above technical scheme so as to have the advantages that：
By adopting hydraulic climbing die block system in external wall, and adopt lifting platform between the construction wall of building inner side
System, two sets of systems operate simultaneously, replace 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；
It is configured with light-weighted lifting platform system, oil cylinder can adopt small-sized oil cylinder it is not necessary to arrange horizontal support girder steel,
Attached wall embedded part is installed only on construction wall and just can achieve that oil cylinder climbs, and shortens 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 of horizontal structure
Work；
The lifting platform system of building inner side 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
Fig. 1 and Fig. 2 is the schematic diagram of two kinds of traditional lifting platforms.
Fig. 3 is a kind of structural representation of the interior top external climbing mould bases operation platform for construction of super highrise building of the present invention
Figure.
Fig. 4 shows for a kind of partial enlargement of the interior top external climbing mould bases operation platform for construction of super highrise building of the present invention
It is intended to.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the present invention is further detailed explanation.
Refering to shown in Fig. 3 and Fig. 4, a kind of interior top external climbing mould bases operation platform for construction of super highrise building of the present invention
It is made up of hydraulic climbing die block system 11 and lifting platform system 12 two parts, wherein, hydraulic climbing die block system 11 is applied to outside building
Construction wall, i.e. climbing formwork for construction on the wall face of external wall, and building inner side adjacent architectural body of wall between then adopt
Carry out the construction of inner side body of wall and horizontal structure with lifting platform system 12, using the system of " outside creeping formwork+inner side backform ", generation
For traditional integral jacking formula operation platform.
, the wall face of Core Walls Structure exterior wall is entered using hydraulic climbing die block system 11 taking core tube steel Reinforced Concrete Construction as a example
The reinforcement installation of row Core Walls Structure exterior wall, model sheetinstallat and concreting etc. are constructed, and build in the adjacent of Core Walls Structure inner side of outer wall
Between walling body, inner side body of wall and level (are comprised using the construction that small-sized lifting platform system 12 carries out Core Walls Structure internal structure
The construction of structure).
Specifically, shown in cooperation Fig. 4, hydraulic climbing die block system 11 is mainly 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 completing of constructing, and hydraulic climbing scaffold 111 leads to
Cross hydraulic jacking device 113 to be installed in wall-attaching equipment 112 and climb upwards or falls downward with wall-attaching equipment 112.Attached wall fills
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, when embedded, should strictly control burial place and embedded angle, the track that climbs passes through built-in fitting
It is attached on external wall and can climb upwards or falls downward along external wall.Hydraulic jacking device is connected to hydraulic climbing scaffold
111 and climb between track, 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
Climb track in connecting alternately up and down, jacking cylinder climbs power for offer, in the work of jacking cylinder and upper and lower interchange box
Climbed upwards on the track that climbs with lower band hydrodynamic pressure climbing frame 111 to carry out external wall construction, and after external wall construction finishes, band
Hydrodynamic pressure climbing frame 111 falls downward on the track that climbs, easy construction and installation reliability.This hydraulic climbing scaffold can adopt 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
Using taper embedded sleeve barrel, similar with aforementioned built-in fitting, in substrustion wall construction, it is embedded in the building wall of adjacent both sides
In vivo, attachment when and climbing as climbing device 122, in embedded attached wall embedded part it should be noted that attached on the construction wall of both sides
Wall embedded part should be symmetrical arranged, to guarantee stationarity when climbing.Operating platform 121 is installed by lattice column 124 and is fixed on both sides
Climbing device 122 on and with climbing device 122 climbing along both sides construction wall move.Lattice column 124 in both sides it
Between setting horizontal brace rod and oblique connecting rod be supported reinforcing, and draw between horizontal brace rod and operating platform and set drawknot
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 adopts truss platform, and landing slab is laid in top, can be used for placing of material, is needing tower crane
During construction, tower crane can be set, suitably increase vertical supporting on the climbing device being provided with below the operating platform of tower crane simultaneously,
Strengthen bearing capacity.
Climbing device 122 is made up of hydraulic jack 125, first support and second support that climbs that climbs further, 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, and first
The support and second that the climbs support that climbs is connected on attached wall embedded part, and 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 unclamps first
Climb support and attached wall embedded part, and the push rod of hydraulic jack is released downwards, acts on second and climbs on support, because second climbs
Support is fixed with construction wall, pushes against the housing of hydraulic jack back up, climbs the behaviour on support body with being erected at first
Make platform jacking upwards, after jacking puts in place, fix first and climb support and corresponding attached wall embedded part, unclamp and the support that climbs
With attached wall embedded part, the push rod of hydraulic jack withdraws in housing, withdraws upwards together with the support that climbs of second on push rod, then
Secondary fix second and climb support and attached wall embedded part, complete once climbing of operating platform.Easy and simple to handle and installation consolidates.
Further, in the bottom of operating platform 121, near both sides construction walls to be onstructed at, hang that to be provided with secondary operation flat
Platform 126, and attached operating platform 126 is fixedly connected on lattice column 124, can arrange jump between two attached operating platforms 126 of both sides
Plate connects, and is easy to personnel's construction and passes through.It is additionally provided with the bottom of operating platform 121 and hangs mould (in figure do not show hang mould), in behaviour
Make the bottom setting outrigger platform beam of platform 121, this can outrigger platform beam be I-beam, hang mould and roll in this using hanging mould roller
On the lower wing plate of I-beam, carry out model sheetinstallat construction in order to operating personnel in attached operating platform 126.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building of the present invention is by adopting in external wall
With hydraulic climbing die block system, and adopt lifting platform system between the construction wall of building inner side, two sets of systems operate simultaneously, generation
For traditional integral jacking formula operation platform, significantly reduce the overall weight of operation platform, alleviate hydraulic jacking system
Burden, more flexibly, accelerates speed of application；
Simultaneously as being configured with light-weighted lifting platform system, oil cylinder can using small-sized oil cylinder it is not necessary to setting level
Support steel beam, installs attached wall embedded part only on construction wall and just can achieve that oil cylinder climbs, and shortens operation platform and its bracing frame
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 of building inner side does not pass through construction wall, and platform is apart from the assembling reinforcement scope of operation
Differ only by the height of 1 floor, reinforcing bar transmission and colligation are convenient.
Above in association with drawings and Examples, the present invention is described in detail, those skilled in the art can basis
Described above makes many variations example to the present invention.Thus, some details in embodiment should not constitute limitation of the invention,
The present invention is by the scope being defined using appended claims as protection scope of the present invention.
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
Hydraulic climbing die block system on the construction wall in outside and the lifting platform system between the adjacent architectural body of wall of building inner side；
Described 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：Described hydraulic climbing die block system include hydraulic climbing scaffold and be installed on construction wall wall face on, climb for hydraulic climbing scaffold 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：Described wall-attaching equipment includes the built-in fitting being embedded on wall face and hang on the track that climbs on described built-in fitting, institute
State hydraulic climbing scaffold and climbed by hydraulic jacking device and climb 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：Described operating platform is propped up on described 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：Described climbing device includes hydraulic jack, first being connected with the housing of described hydraulic jack climb support and with
The push rod of described hydraulic jack connects second and climbs support, and described first support that climbs is attached to described second support that climbs
On described 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 described hydraulic jack is in described 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 described operating platform is hung and is provided with secondary operating platform, and described attached operating platform is fixedly connected on described 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 described operating platform is provided with hangs mould.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610882975.0A CN106437130A (en) | 2016-10-10 | 2016-10-10 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
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| CN201610882975.0A CN106437130A (en) | 2016-10-10 | 2016-10-10 | Inner roof external climbing type formwork construction platform for super high-rise building construction |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130793A (en) * | 2017-07-14 | 2017-09-05 | 四川华西集团有限公司 | Form frame system with exactly vertical elevation and horizontal location function |
| CN107190860A (en) * | 2017-06-05 | 2017-09-22 | 中国建筑第八工程局有限公司 | The automatic lifting system of Steel Structure Installation |
| CN107190975A (en) * | 2017-07-14 | 2017-09-22 | 四川华西集团有限公司 | Construction of super highrise building integrates form frame system |
| CN107299755A (en) * | 2017-07-14 | 2017-10-27 | 四川华西集团有限公司 | The hydraulic lifting steel platform of outer mould bases and the overall and local jacking of steel platform can be achieved |
| CN107355067A (en) * | 2017-06-05 | 2017-11-17 | 中国建筑第八工程局有限公司 | The automatic lifting purlin crane system construction operation platform of Steel Structure Installation |
| CN107489214A (en) * | 2017-06-29 | 2017-12-19 | 深圳前海特辰科技有限公司 | The vertical flat bed construction method with horizontal structure of Core Walls Structure |
| 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 |
| CN109025257A (en) * | 2018-08-03 | 2018-12-18 | 四川省第六建筑有限公司 | A kind of form frame system for building |
| CN110670865A (en) * | 2019-09-16 | 2020-01-10 | 广东博智林机器人有限公司 | Climbing frame jacking system, building machine and climbing frame jacking control method |
| CN111021717A (en) * | 2019-12-23 | 2020-04-17 | 湖北新远建筑科技有限公司 | Climbing system for supporting formwork of engineering construction well |
| CN111910912A (en) * | 2020-09-02 | 2020-11-10 | 深圳市卓越工业化智能建造开发有限公司 | A synchronous lifting structure for grouping of construction machinery and building construction |
| CN112696020A (en) * | 2020-11-23 | 2021-04-23 | 邹胜斌 | Building machine platform structure with inner climbing point |
| CN112709451A (en) * | 2020-11-23 | 2021-04-27 | 邹胜斌 | Building construction material conveying structure and construction method |
| CN112723094A (en) * | 2021-01-29 | 2021-04-30 | 中建三局集团华南有限公司 | Integrated wall-attached device based on synchronous climbing of light steel platform |
| CN112727093A (en) * | 2020-12-28 | 2021-04-30 | 中材建设有限公司 | Climbing construction method for constructing large-span high-rise building |
| CN113700306A (en) * | 2021-08-27 | 2021-11-26 | 北京天邦巨成科技有限公司 | Hydraulic lifting method for steel structure building |
| CN114775806A (en) * | 2022-05-31 | 2022-07-22 | 浙江中天恒筑钢构有限公司 | Wall body utilizing jacking net rack, upper concrete structure construction platform and method thereof |
| CN115288407A (en) * | 2022-07-25 | 2022-11-04 | 上海建工集团股份有限公司 | Construction method for horizontal structure of super high-rise core tube following vertical structure |
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|---|---|---|---|---|
| CN107190860A (en) * | 2017-06-05 | 2017-09-22 | 中国建筑第八工程局有限公司 | The automatic lifting system of Steel Structure Installation |
| CN107190860B (en) * | 2017-06-05 | 2023-05-02 | 中国建筑第八工程局有限公司 | Automatic jacking system for steel structure installation |
| CN107355067B (en) * | 2017-06-05 | 2019-05-10 | 中国建筑第八工程局有限公司 | The automatic lifting purlin crane system construction operation platform of Steel Structure Installation |
| CN107355067A (en) * | 2017-06-05 | 2017-11-17 | 中国建筑第八工程局有限公司 | The automatic lifting purlin crane system construction operation platform of Steel Structure Installation |
| CN107489214A (en) * | 2017-06-29 | 2017-12-19 | 深圳前海特辰科技有限公司 | The vertical flat bed construction method with horizontal structure of Core Walls Structure |
| CN107299755A (en) * | 2017-07-14 | 2017-10-27 | 四川华西集团有限公司 | The hydraulic lifting steel platform of outer mould bases and the overall and local jacking of steel platform can be achieved |
| CN107130793A (en) * | 2017-07-14 | 2017-09-05 | 四川华西集团有限公司 | Form frame system with exactly vertical elevation and horizontal location function |
| WO2019011321A1 (en) * | 2017-07-14 | 2019-01-17 | 四川华西集团有限公司 | Integrated formwork system for super high-rise building construction |
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| GB2574153A (en) * | 2017-07-14 | 2019-11-27 | Sichuan Huashi Group Co Ltd | Integrated formwork system for super high-rise building construction |
| CN107130793B (en) * | 2017-07-14 | 2023-08-25 | 华西工程科技(深圳)股份有限公司 | Die carrier system with accurate vertical elevation and horizontal positioning functions |
| CN107190975A (en) * | 2017-07-14 | 2017-09-22 | 四川华西集团有限公司 | Construction of super highrise building integrates form frame system |
| 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 |
| CN109025257A (en) * | 2018-08-03 | 2018-12-18 | 四川省第六建筑有限公司 | A kind of form frame system for building |
| CN110670865A (en) * | 2019-09-16 | 2020-01-10 | 广东博智林机器人有限公司 | Climbing frame jacking system, building machine and climbing frame jacking control method |
| CN110670865B (en) * | 2019-09-16 | 2021-11-09 | 广东博鼎建筑科技有限公司 | Climbing frame jacking system, building machine and climbing frame jacking control method |
| CN111021717A (en) * | 2019-12-23 | 2020-04-17 | 湖北新远建筑科技有限公司 | Climbing system for supporting formwork of engineering construction well |
| CN111910912A (en) * | 2020-09-02 | 2020-11-10 | 深圳市卓越工业化智能建造开发有限公司 | A synchronous lifting structure for grouping of construction machinery and building construction |
| CN111910912B (en) * | 2020-09-02 | 2025-01-07 | 深圳市卓越工业化智能建造开发有限公司 | A group synchronous lifting structure for construction machinery and building construction |
| CN112696020A (en) * | 2020-11-23 | 2021-04-23 | 邹胜斌 | Building machine platform structure with inner climbing point |
| CN112709451A (en) * | 2020-11-23 | 2021-04-27 | 邹胜斌 | Building construction material conveying structure and construction method |
| CN112727093A (en) * | 2020-12-28 | 2021-04-30 | 中材建设有限公司 | Climbing construction method for constructing large-span high-rise building |
| CN112723094A (en) * | 2021-01-29 | 2021-04-30 | 中建三局集团华南有限公司 | Integrated wall-attached device based on synchronous climbing of light steel platform |
| CN113700306A (en) * | 2021-08-27 | 2021-11-26 | 北京天邦巨成科技有限公司 | Hydraulic lifting method for steel structure building |
| CN114775806A (en) * | 2022-05-31 | 2022-07-22 | 浙江中天恒筑钢构有限公司 | Wall body utilizing jacking net rack, upper concrete structure construction platform and method thereof |
| CN114775806B (en) * | 2022-05-31 | 2024-04-26 | 浙江中天恒筑钢构有限公司 | Wall body and upper concrete structure construction platform utilizing jacking net rack and method thereof |
| CN115288407A (en) * | 2022-07-25 | 2022-11-04 | 上海建工集团股份有限公司 | Construction method for horizontal structure of super high-rise core tube following vertical structure |
| CN115288407B (en) * | 2022-07-25 | 2023-08-22 | 上海建工集团股份有限公司 | Construction method for immediately following vertical structure by using horizontal structure of super high-rise core tube |
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