CN106400951B - A kind of level and vertical structure method for synchronously constructing of super high-rise building - Google Patents
A kind of level and vertical structure method for synchronously constructing of super high-rise building Download PDFInfo
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- CN106400951B CN106400951B CN201610882864.XA CN201610882864A CN106400951B CN 106400951 B CN106400951 B CN 106400951B CN 201610882864 A CN201610882864 A CN 201610882864A CN 106400951 B CN106400951 B CN 106400951B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of level of super high-rise building and vertical structure method for synchronously constructing, by using hydraulic climbing die block system in external wall, and lifting platform system is used between the construction wall on the inside of building, two systems operate simultaneously, instead of traditional integral jacking formula operation platform, the overall weight of operation platform is significantly reduced, the burden of hydraulic jacking system is alleviated, it is more flexible, accelerate speed of application；It is configured with light-weighted lifting platform system, small-sized oil cylinder can be used in oil cylinder, it does not need that horizontally-supported girder steel is arranged, attached wall embedded part is only installed on construction wall can realize that oil cylinder climbs, shorten the total height of operation platform and its supporting frame, the construction gap of vertical structure and horizontal structure is reduced, so that hydraulic climbing system does not interfere with the construction of horizontal structure；The lifting platform system of building inside does not pass through construction wall, and platform differs only by the height of 1 floor apart from assembling reinforcement work surface, and reinforcing bar transmitting and binding are convenient.
Description
Technical field
The present invention relates to the level of construction of super highrise building field more particularly to a kind of super high-rise building is same with vertical structure
Walk construction method.
Background technique
In the reinforced concrete construction of the buildings such as the wall of skyscraper, Core Walls Structure, chimney, water tower, mostly use greatly
Integrally hoisting steel platform foot hand system.Cooperate shown in Fig. 1 and Fig. 2, which is branch with interpolation supporting upright post (lattice column) within the walls
Support, using Lift-slab machine as power, girder uses big section H profile steel, lower extension template and foot hand system.The shape on Core Walls Structure operating surface
At closed, the operating platform with certain bearing capacity.
However the entirety lift cylinder platform legs hand system has the following deficiencies:
1, since the steel platform is that entirety is affixed, when encountering structure semi-girder truss, coupling beam, necessary Cutting platform, is increased
Otherwise difficulty of construction will be unable to relevant horizontal structure of constructing；
2, lattice column must be embedded in structure, can not be recycled, and caused the waste of material and affected horizontal structure
Construction；
3, the construction method that Super High core tube construction generallys use are as follows: vertical structure is leading, and horizontal structure falls behind vertical
10 layers of wall or more, cause vertical and horizontal structure drop too big, be faced with sternness security against fire potential problem and structure by
Power problem.And the protection of top module system bottom safety is more difficult, falling object from high altitude brings the structure construction of lower horizontal beam slab
Serious security risk.
Summary of the invention
Technical problem to be solved by the invention is to provide it is a kind of it is light-weight, speed of application is fast, landing beam is not through walls, horizontal
And vertical structure can synchronous construction super high-rise building level with vertical structure method for synchronously constructing.
In order to realize the above technical effect, the invention discloses a kind of level of super high-rise building and vertical structure synchronous constructions
Method, comprising steps of
In hydraulic climbing die block system is arranged on the construction wall for being completed outside of the building, the hydraulic climbing die block system includes hydraulic
It climbing frame and is installed on the wall face of construction wall, the wall-attaching equipment for attachment of climbing for hydraulic climbing scaffold；
Lifting platform system, the lifting platform system packet are set between the adjacent building wall for being completed building inside
Climbing device, the operating platform on climbing device are included, and is installed on construction wall, attachment of climbing for climbing device
Attached wall embedded part；
It is perpendicular in the top for the construction wall for being completed outside of the building first layer of constructing upwards using the hydraulic climbing die block system
To the outer wall portion of structure, and in installing the wall-attaching equipment on the outer wall portion of the first layer vertical structure；
It is perpendicular in the top for the construction wall for being completed building inside first layer of constructing upwards using the lifting platform system
To the inner wall section of structure, and in installation attached wall embedded part on the inner wall section of the first layer vertical structure；
After the outer wall portion of the first layer vertical structure reaches adhesive strength, by the hydraulic climbing die block system described in
The outer wall portion of first layer vertical structure climbs upwards and is attached at the wall-attaching equipment；And it is vertical to continue up construction upper layer
The outer wall portion of structure；
After the inner wall section of the first layer vertical structure reaches adhesive strength, by the lifting platform system described in
The inner wall section of first layer vertical structure climbs upwards and is attached at the attached wall embedded part；And it is vertical to continue up construction upper layer
The inside wall of structure；
After the lifting platform system leaves the construction area of horizontal structure, construction level structure.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, the attached wall dress
The track that climbs setting the built-in fitting including being embedded on wall face and hanging on the built-in fitting, the hydraulic climbing scaffold pass through liquid
Pressure jacking apparatus climbs to climb on track in described.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, the operation is flat
Platform is set on the climbing device by lattice column branch.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, the dress that climbs
Set including hydraulic jack, first connect with the shell of the hydraulic jack climb bracket and with the hydraulic jack
Push rod connection second is climbed bracket, and described first bracket that climbs is attached on the attached wall embedded part with described second bracket that climbs.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, described hydraulic thousand
The shell on jin top is set in the lattice column.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, the operation is flat
The bottom of platform, which is hung, is equipped with secondary operating platform, and the pair operating platform is fixedly connected on the lattice column.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, the operation is flat
The bottom of platform is equipped with and hangs mould and hanger, utilizes the hanger construction horizontal structure.
The level of the super high-rise building is further improved with vertical structure method for synchronously constructing to be, scaffold is utilized
It constructs the horizontal structure.
The present invention due to use above technical scheme, make it have it is following the utility model has the advantages that
By using hydraulic climbing die block system in external wall, and lifting platform is used between the construction wall on the inside of building
System, two systems operate 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 flexible, accelerates speed of application；
It is configured with light-weighted lifting platform system, small-sized oil cylinder can be used in oil cylinder, it does not need that horizontally-supported girder steel is arranged,
Attached wall embedded part is only installed on construction wall 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 die block system does not interfere with applying for horizontal structure
Work；
The lifting platform system of building inside does not pass through construction wall, and platform differs only by 1 apart from assembling reinforcement work surface
The height of floor, reinforcing bar transmitting and binding are convenient.
Detailed description of the invention
Fig. 1 and Fig. 2 is two kinds of platform structure schematic diagrames for traditional lifting platform construction.
Fig. 3 is the level and the flow chart of vertical structure method for synchronously constructing of a kind of super high-rise building of the present invention.
Fig. 4 and Fig. 5 is outside the interior top in the level and vertical structure method for synchronously constructing of a kind of super high-rise building of the present invention
Climb the jack-up construction schematic diagram of formula mould bases operation platform.
Fig. 6 is the partial enlargement diagram of the interior top external climbing mould bases operation platform of Fig. 4.
Fig. 7 is the partial enlargement diagram of the interior top external climbing mould bases operation platform of Fig. 5.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the present invention is described in further detail.
Firstly, refering to shown in Fig. 3~5, the level and vertical structure method for synchronously constructing of a kind of super high-rise building of the present invention
It mainly uses and is applied by hydraulic climbing die block system 11 and lifting platform system 12 a set of jacking external climbing mould bases dimerous
Work platform, to realize the horizontal structure of super high-rise building and the synchronous construction of vertical structure, core construction procedure is as follows:
S001: in hydraulic climbing die block system is arranged on the construction wall for being completed outside of the building, which includes
It hydraulic climbing scaffold and is installed on the wall face of construction wall, the wall-attaching equipment for attachment of climbing for hydraulic climbing scaffold；
S002: lifting platform system is set between the adjacent building wall for being completed building inside, the lifting platform system
System include climbing device, the operating platform on climbing device, and be installed on construction wall, climb for climbing device it is attached
Attached wall embedded part；
S003: it is constructed upwards first layer using the hydraulic climbing die block system in the top for the construction wall for being completed outside of the building
The outer wall portion of vertical structure, and in installing wall-attaching equipment on the outer wall portion of the first layer vertical structure；
S004: it is constructed upwards first layer using the lifting platform system in the top for the construction wall for being completed building inside
The inner wall section of vertical structure, and in installation attached wall embedded part on the inner wall section of the first layer vertical structure；
S005: after the outer wall portion of first layer vertical structure reaches adhesive strength, by hydraulic climbing die block system along this first
The outer wall portion of layer vertical structure climbs upwards and is attached at wall-attaching equipment；And continue up the outer of construction upper layer vertical structure
Wall part；
S006: after the inner wall section of first layer vertical structure reaches adhesive strength, by lifting platform system along this first
The inner wall section of layer vertical structure climbs upwards and is attached at attached wall embedded part；And continue up the interior of construction upper layer vertical structure
Portion's wall；And
S007: after lifting platform system leaves the construction area of horizontal structure, construction level structure.
Wherein, the lower section of lifting platform system 12 is equipped with and hangs mould and hanger 101, can be using hanger 101 come construction level knot
Structure.It is of course also possible to using the scaffold 103 in addition built come construction level structure.
It can since the present invention does not need setting interpolation supporting upright post within the walls compared to traditional integral jacking platform construction
To greatly shorten the total height of operation platform and its supporting frame, the construction gap of vertical structure and horizontal structure is reduced, is made
The lifting platform system that inside must be built does not interfere with the construction of horizontal structure；The lifting platform system of building inside does not pass through
Construction wall, platform differ only by the height of 1 floor apart from assembling reinforcement work surface, and reinforcing bar transmitting and binding are convenient.
The interior top external climbing mould bases operation platform for being used for construction of super highrise building is flat by hydraulic climbing die block system 11 and jacking
12 two parts of platform system composition, wherein hydraulic climbing die block system 11 is applied to the construction wall of outside of the building, i.e., external wall is outer
Climbing formwork for construction on metope, and inside wall is then carried out using lifting platform system 12 between the adjacent building wall on the inside of building
The construction of body and horizontal structure is constructed flat using the system of " outside creeping formwork+inside backform " instead of traditional integral jacking formula
Platform.
By taking core tube steel Reinforced Concrete Construction as an example, on the wall face of Core Walls Structure exterior wall using hydraulic climbing die block system 11 into
The constructions such as reinforcement installation, template installation and the concreting of row Core Walls Structure exterior wall, and built in the adjacent of Core Walls Structure inner side of outer wall
Carrying out the construction of Core Walls Structure internal structure using small-sized lifting platform system 12 between walling body (includes inside wall and level
The construction of structure).
Specifically, cooperate Fig. 6 and Fig. 7 shown in, hydraulic climbing die block system 11 mainly by hydraulic climbing scaffold 111, wall-attaching equipment 112 and
Hydraulic jacking device 113 is constituted.Wall-attaching equipment 112 is installed on the wall face of the external wall for completion of having constructed, hydraulic climbing scaffold
111 are installed in wall-attaching equipment 112 and are climbed upwards with wall-attaching equipment 112 or falls downward by hydraulic jacking device 113.It is attached
Wall device further comprises built-in fitting and hangs the track that climbs being installed on built-in fitting, and built-in fitting is to apply in substrustion exterior wall
Working hour answers strict control burial place and embedded angle with regard to pre-plugged in external wall, when embedded, and the track that climbs passes through pre-
Embedded part is attached on external wall and can climb upwards along external wall or falls downward.Hydraulic jacking device is connected to hydraulic climb
Between frame 111 and the track that climbs comprising jacking cylinder and the Commutating box up and down that jacking cylinder or more is set, upper and lower Commutating box
For connecting the track that climbs alternately up and down, jacking cylinder is for providing the power that climbs, in jacking cylinder and upper and lower interchange box
Effect is lower to drive hydraulic climbing scaffold 111 in being climbed upwards on the track that climbs to carry out external wall construction, and after external wall construction,
Drive hydraulic climbing scaffold 111 in falls downward on the track that climbs, easy for construction and installation is reliable.Multi-layer rack can be used in the hydraulic climbing scaffold
Body structure, and carry segment template and construction tool.
Lifting platform system 12 is mainly made of operating platform 121, climbing device 122 and attached wall embedded part.Attached wall embedded part can
It is similar with aforementioned built-in fitting using taper embedded sleeve barrel, in substrustion wall construction, it is embedded in the building wall of adjacent two sides
In vivo, attachment when and climbing as climbing device 122 should be noted that attached on the construction wall of two sides in embedded attached wall embedded part
Wall embedded part should be symmetrical arranged, stationarity when ensuring to climb.Operating platform 121 is installed by lattice column 124 and is fixed on two sides
Climbing device 122 on and move with the construction wall of climbing device 122 to climb along two sides.Two sides lattice column 124 it
Between horizontal brace rod and oblique connecting rod are set are supported reinforcings, and drawing sets drawknot between horizontal brace rod and operating platform
Screw rod or wirerope 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, and top is laid with platform board, can be used for placing of material, needing tower crane
When construction, settable tower crane, while suitably increasing vertical supporting on the climbing device below the operating platform for being provided with tower crane,
Enhance bearing capacity.
Climbing device 122 further climbs bracket by hydraulic jack 125, first and second bracket that climbs is constituted, and first
The bracket that climbs is connected to the shell of hydraulic jack 125, and second bracket that climbs is connected to the push rod of hydraulic jack 125, and first
It climbing bracket and second bracket that climbs is connected on attached wall embedded part, the shell of hydraulic jack 125 is mounted in lattice column 124,
Push rod releases downwards the shell of hydraulic jack.Cooperate shown in Fig. 4 and Fig. 6, when climbing, second bracket that climbs is buried with attached wall
Part is fixed, and is unclamped first and climbed bracket and attached wall embedded part, and the push rod of hydraulic jack is released downwards, is acted on second and is climbed branch
On frame, since second bracket that climbs is fixed with construction wall, the shell of hydraulic jack is pushed against back up, with being erected at the
One operating platform to climb on frame body jacks upwards.Cooperate shown in Fig. 5 and Fig. 7 again, after jacking in place, fixes first and climb branch
Frame and corresponding attached wall embedded part unclamp second and climb bracket and attached wall embedded part, and the push rod of hydraulic jack is withdrawn in shell, with
Second on the push rod bracket that climbs is withdrawn upwards together, is fixed second again and is climbed bracket and attached wall embedded part, completes operating platform
Once climb.Easy to operate and installation is firm.
Further, it in the bottom of operating platform 121, at the construction wall to be onstructed of two sides, hangs flat equipped with secondary operation
Platform 126, and secondary operating platform 126 is fixedly connected on lattice column 124, the settable jump between two secondary operating platforms 126 of two sides
Plate connection is constructed and current convenient for personnel.It is additionally provided in the bottom of operating platform 121 and hangs mould, set in the bottom of operating platform 121
Outrigger platform beam is set, which is I-beam, it hangs mould and is rolled on the lower wing plate of the I-beam using hanging mould idler wheel, with
Template installation is carried out in secondary operating platform 126 convenient for operator.
A kind of interior top external climbing mould bases operation platform for construction of super highrise building of the present invention in external wall by adopting
With hydraulic climbing die block system, and lifting platform system is used between the construction wall on the inside of building, two systems operate simultaneously, generation
For traditional integral jacking formula operation platform, the overall weight of operation platform is significantly reduced, hydraulic jacking system is alleviated
Burden, it is more flexible, accelerate speed of application；
Simultaneously as being configured with light-weighted lifting platform system, small-sized oil cylinder is can be used in oil cylinder, does not need setting level
Support steel beam, attached wall embedded part is only installed on construction wall can realize that oil cylinder climbs, and shorten operation platform and its support frame
The total height of body reduces the construction gap of vertical structure and horizontal structure, so that hydraulic climbing die block system does not interfere with level
The construction of structure；
Further, the lifting platform system for building inside does not pass through construction wall, and platform is apart from assembling reinforcement work surface
The height of 1 floor is differed only by, reinforcing bar transmitting and binding are convenient.
It is described the invention in detail above in conjunction with accompanying drawings and embodiments, those skilled in the art can basis
Above description makes many variations example to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention,
The present invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (8)
1. level and the vertical structure method for synchronously constructing of a kind of super high-rise building, which is characterized in that comprising steps of
In hydraulic climbing die block system is arranged on the construction wall for being completed outside of the building, the hydraulic climbing die block system includes hydraulic climbing scaffold
And it is installed on the wall face of construction wall, the wall-attaching equipment for attachment of climbing for hydraulic climbing scaffold；
Lifting platform system is set between the adjacent building wall for being completed building inside, and the lifting platform system includes climbing
Device, the operating platform on climbing device are risen, and is installed on construction wall, the attached wall for attachment of climbing for climbing device
Embedded part；
Top first layer of constructing upwards using the hydraulic climbing die block system in the construction wall for being completed outside of the building is vertically tied
The outer wall portion of structure, and in installing the wall-attaching equipment on the outer wall portion of the first layer vertical structure；
Top first layer of constructing upwards using the lifting platform system in the construction wall for being completed building inside is vertically tied
The inner wall section of structure, and in installation attached wall embedded part on the inner wall section of the first layer vertical structure；
After the outer wall portion of the first layer vertical structure reaches adhesive strength, by the hydraulic climbing die block system along described first
The outer wall portion of layer vertical structure climbs upwards and is attached at the wall-attaching equipment；And continue up construction upper layer vertical structure
Outer wall portion；
After the inner wall section of the first layer vertical structure reaches adhesive strength, by the lifting platform system along described first
The inner wall section of layer vertical structure climbs upwards and is attached at the attached wall embedded part；And continue up construction upper layer vertical structure
Inside wall；
After the lifting platform system leaves the construction area of horizontal structure, construction level structure.
2. level and the vertical structure method for synchronously constructing of super high-rise building as described in claim 1, it is characterised in that: described
Wall-attaching equipment includes the built-in fitting being embedded on wall face and the track that climbs that hang on the built-in fitting, the hydraulic climbing scaffold
It is climbed by hydraulic jacking device and is climbed on track in described.
3. level and the vertical structure method for synchronously constructing of super high-rise building as described in claim 1, it is characterised in that: described
Operating platform is set on the climbing device by lattice column branch.
4. level and the vertical structure method for synchronously constructing of super high-rise building as claimed in claim 3, it is characterised in that: described
Climbing device includes hydraulic jack, and first connect with the shell of the hydraulic jack climbs bracket and with described hydraulic thousand
The push rod connection second on jin top is climbed bracket, and described first bracket that climbs is attached to the attached wall and buries with described second bracket that climbs
On part.
5. level and the vertical structure method for synchronously constructing of super high-rise building as claimed in claim 4, it is characterised in that: described
The shell of hydraulic jack is set in the lattice column.
6. level and the vertical structure method for synchronously constructing of super high-rise building as claimed in claim 3, it is characterised in that: described
The bottom of operating platform, which is hung, is equipped with secondary operating platform, and the pair operating platform is fixedly connected on the lattice column.
7. level and the vertical structure method for synchronously constructing of super high-rise building as described in claim 1, it is characterised in that: described
The bottom of operating platform is equipped with and hangs mould and hanger, utilizes the hanger construction horizontal structure.
8. level and the vertical structure method for synchronously constructing of super high-rise building as described in claim 1, it is characterised in that: utilize
Horizontal structure described in scaffold construction.
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| CN201610882864.XA CN106400951B (en) | 2016-10-10 | 2016-10-10 | A kind of level and vertical structure method for synchronously constructing of super high-rise building |
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| CN201610882864.XA CN106400951B (en) | 2016-10-10 | 2016-10-10 | A kind of level and vertical structure method for synchronously constructing of super high-rise building |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107190975B (en) * | 2017-07-14 | 2018-11-23 | 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 |
| 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 |
| CN110863649B (en) * | 2019-12-09 | 2021-08-27 | 中建七局第四建筑有限公司 | Lightweight hydraulic jacking formwork system for super high-rise construction |
| CN111877725A (en) * | 2020-07-02 | 2020-11-03 | 上海建工集团股份有限公司 | Horizontal limiting system of integral steel platform formwork and installation method thereof |
| CN112177321B (en) * | 2020-10-09 | 2022-03-25 | 浙大宁波理工学院 | Creeping formwork construction equipment and method for building external wall and floor slab |
| CN112727093B (en) * | 2020-12-28 | 2022-09-09 | 中材建设有限公司 | Climbing construction method for constructing large-span high-rise building |
| CN114908959A (en) * | 2022-05-23 | 2022-08-16 | 中建三局集团有限公司 | Climbing belt type automatic jacking system of construction integrated platform and use method thereof |
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| DE1915840A1 (en) * | 1969-03-28 | 1970-10-01 | Josef Strakata | Massively porous building object in uniform monolithic or panel construction made of a new type of building material, especially for a short construction period and moderate construction costs |
| CN104847108A (en) * | 2015-03-06 | 2015-08-19 | 中国建筑第八工程局有限公司 | Hydraulic climbing formwork structure and construction method of hydraulic climbing formwork structure |
| CN105735481A (en) * | 2016-03-01 | 2016-07-06 | 中国建筑第八工程局有限公司 | High-rise building core tube jacking platform climbing and thermal insulating device and construction method thereof |
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