CN108560728A - Loose tool pouring type integral top lifting construction method - Google Patents
Loose tool pouring type integral top lifting construction method Download PDFInfo
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- CN108560728A CN108560728A CN201810146533.9A CN201810146533A CN108560728A CN 108560728 A CN108560728 A CN 108560728A CN 201810146533 A CN201810146533 A CN 201810146533A CN 108560728 A CN108560728 A CN 108560728A
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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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3522—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it
- E04B1/3527—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it the structure being a roof
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of loose tool pouring type integral top lifting construction methods, include the following steps：The construction of S1, building bottom basement；The construction of S2, fetal membrane structure；The construction of S3, building top level structure；The construction of S4, building other floor structures；S5, auxiliary device and ground construction are removed.A kind of low cost of offer and highly practical loose tool pouring type integral top lifting construction method of the present invention.
Description
Technical field
The present invention relates to the realm of building construction.It is more particularly related to which a kind of loose tool pouring type integral jacking is applied
Engineering method.
Background technology
Traditional construction at present be typically wire-tie using successively scene, the form of construction work of formwork supporting plate, pouring concrete
It constructs, needs successively unwrapping wire, successively formwork, successively assembling reinforcement and casting concrete, the structure construction of building is completed.
This construction technology mainly has the shortcomings that following：
By live a large amount of rural migrant worker's handwork, each layer is all a new work surface, and engineering construction is caused to go out
Wrong probability greatly increases, to influence the whole construction quality of engineering.
Every layer to be all a work surface can not carry out assembly line construction, and the labor productivity of architectural engineering is at a fairly low
Under.
It is to construct from the bottom up due to building, often construction operation is accordingly increased with the raising of building, a large amount of to need
Working at height, construction material is also required to largely carry out high-altitude transport, needs to take a substantial amount of time and is used for high-altitude with money
Transport so that making slow progress for entire engineering brings the duration of a project considerably long.
Inside the field operation technique used at present, using a large amount of circulation material (steel pipe support, flitch, wooden form
Deng) be also required to a large amount of manpower and carry out splicing and assembled, while causing a large amount of timber resources waste (template and flitch are basic
It is to scrap after disposable use, not recyclable), bring the serious waste of environmental protection and resource.
Based on this, the authorities of nation-building at present widely popularize the construction technology technology of building prefabrication assembly.It builds
Authorities and certain local governments have all put into effect relevant policy to encourage this construction technology technology, this is also represented
The construction developing direction in future.However, having carried out more than 10 years housing industrialization project, because following disadvantage is difficult to push away
Extensively go down：
Due to the particularity of construction, a large amount of working at height is needed, the scale of construction of building element is huge, needs prodigious
Upper air installing machinery is lifted, and the comparable costliness of expense of lifting objectively increases construction investment.
Since prefabricated components need to be produced and made in precast plant, then transports building-site and carry out assembly, to
A large amount of freight is needed, engineering-built cost is also accordingly increased.
Due to being working at height, the security risk during lifting component also accordingly increases, the security protection thus brought
Expense can also accordingly increase.
Base gives above-mentioned situation, at present in the architectural industrialization project for promoting batch production precast assembly, because cost reason exists
It is difficult to realize in popularization.Certainly, as the wideling popularize of government, support on policy and more developers and building enterprise put into
To after in this construction technology, the cost reduction that scale effect is brought can the phase.
There are inborn many technological deficiencies in view of above-mentioned traditional construction technology is form of construction work from bottom to top.Mesh
Before, there is data to show that a kind of construction technology of contrary sequence method (top-down building construction method) there are corresponding personnel to start to grind
Study carefully, proposes that building first completes top layer construction and then one height of building jacking is constructed next layer again, construction is last repeatedly
Complete whole building.They are at the form of construction work of proposition：
First carry out building foundation；
On the basis of pre-buried good hydraulic jack device；
The top roofing of construction building on jack；
Jack is to one layer of building height；
It will be in the weight conversion support to a preset cast steel open tubular column of building；
Jack is recycled to original position；
By installing steel construction pillar in cast steel open tubular column；
Jack is risen, the entire work progress of top building is completed in jacking pillar lower end to one layer of building height；
It so repeats, so that it may to complete whole construction.This technology has very compared to traditional construction technology
Big advantage, but also be difficult to carry out down in implementation process, just there is inborn deficiency：
The safety of structure of jacking can not ensure.Whole building jacks steel structure column during hydraulic jack jacks
In the process of son, pillar upper end is mutually securely connect with the flooring completed, and lower end can only connect with the upper end of jack
It connects, so the stress model of pillar is that one end is fixed close to freely in one end；And it is also that lower part is fixed to review jack, top
It is connected to form the approximate free state in top with steel column.Stability in this way during jacking just causes anxiety, once it jacked
Slightly Under Eccentric Loading in journey, just has huge security risk.
Construction method has significant limitation, can only be used for steel construction.What it is due to this method proposition is with hollow
Cast steel pillar support is built, and with the weight of conversion building, is then installed steel column in this cast steel pillar facade again and is carried out shape
At the support pillar of building, column dimensions cannot be too big, and connection type also can only be that steel construction just can be with.Therefore, this side
Method can only be suitable for steel building, can not be real for current real-life most of concrete structure
It is existing.
The construction cost of this method is very expensive, it is difficult to promote.It is supported due to the use of cast steel pillar, and cast steel
Pillar is finally to be cast in struc-ture together with building, this consumption for being just doomed this pillar is disposably to spread out
It sells inside building cost；In addition, to bear the weight of whole building, the pillar of this cast steel is also required to very big section,
The material engineering amount needed is also huge.Therefore, building cost can also increase accordingly, cause application prospect limited.
Invention content
The object of the present invention is to provide a kind of low cost and highly practical loose tool pouring type integral top lifting construction methods.
In order to realize these purposes and other advantages according to the present invention, provides a kind of loose tool pouring type integral jacking and apply
Engineering method includes the following steps：
The construction of S1, building bottom basement：
After the foundation construction for completing building, the construction of bottom basement is completed on the ground, and in the bottom
Interval is provided with multiple first through hole for running through the top plate up and down on the top plate of lower room, then vertical in the bottom basement
Embedding multiple with the one-to-one jack of the first through hole, the upper end of the jack passes through its corresponding described first logical
The upper end of top plate described in Kong Bingyu flushes；
The construction of S2, fetal membrane structure；
The construction of fetal membrane structure is carried out on the top plate of the bottom basement, the upper end of the fetal membrane is equipped at intervals with a plurality of
Groove for pouring beam slab, on the fetal membrane up and down it is perforative be provided with it is multiple logical with the first through hole one-to-one second
Hole, the corresponding first through hole of second through-hole are coaxially disposed and are mutually communicated；
The construction of S3, building top level structure：
The upper floor plate of the top level structure and its construction of beam slab are carried out in the upper end of the fetal membrane, wait for the top level structure
Upper floor plate and its beam slab hardening after, by all jack simultaneously rise a floor height, by the top layer knot
The upper floor plate and its beam slab of the top level structure of structure rise the height of a floor, then in the top plate and the top layer knot
Setting more support transition masts in interval between the upper floor plate of structure, and the mounting structure support beam on the more support transition masts,
All jack are dropped to again after being flushed with the upper end of the top plate, the top layer is carried out in the upper end of the fetal membrane
The lower floor plate of structure and its construction of beam slab, and the connection construction between the upper floor plate and lower floor plate of the top level structure is completed,
And be reserved in the lower floor plate of the top level structure support transition mast by third through-hole, wait for the top level structure
After lower floor plate and its beam slab hardening, that is, complete the construction of top level structure；
The construction of S4, building other floor structures：
Upper floor plate of the lower floor plate of the above floor as next floor repeats the construction method in S3, until completing institute
There is the construction of floor structure；
S5, auxiliary device and ground construction are removed：
Remove all the support transition mast, structure support beam, jack and fetal membrane successively, then complete the building with
Being fixedly connected between the ground, and complete ground construction.
Preferably, it in the loose tool pouring type integral top lifting construction method, in the S2, is painted on the surface of fetal membrane
Interleaving agent is covered with plastic film.
Preferably, in the loose tool pouring type integral top lifting construction method, in the S3-S4, the building is any one
The construction of floor plate includes assembling reinforcement, casting concrete and concrete curing.
Preferably, in the loose tool pouring type integral top lifting construction method, in the S3-S4, the building is any one
The construction of floor plate further includes on roof waterproof, rigid layer construction, protective layer construction, the construction of roof drainage facility and roofing
The construction of works.
Preferably, in the loose tool pouring type integral top lifting construction method, any one layer of structure of the building it is upper
Connection construction between floor and lower floor plate further includes concrete cast, structural column connection, inner partition wall construction, internal plastering
Construction and installing engineering construction.
Preferably, in the loose tool pouring type integral top lifting construction method, the jack is hydraulic jack.
Preferably, in the loose tool pouring type integral top lifting construction method, the ground construction includes concrete cast
It constructs with installing engineering.
Preferably, it in the loose tool pouring type integral top lifting construction method, is removed successively in the S5 all described
Further include to the support transition mast, structure support beam and very heavy after support transition mast, structure support beam, jack and fetal membrane
The cavity that top leaves after removing is filled up.
The beneficial effects of the invention are as follows：
The construction for building all floors is all completed on the fetal membrane of ground, and template, the scaffold of traditional architecture needs are eliminated
Support, saves a large amount of consumptive material and circulation material, energy conservation and environmental protection.
The construction for building all floors is all completed on the fetal membrane of ground, and the flow line production platform of a factory is equivalent to,
All floors all come from a platform, it is possible to prevente effectively from the construction error brought by worker's unwrapping wire, formwork etc. and quality error
The problems such as, it can effectively promote working efficiency and construction quality.
The construction for building all floors is all completed on the fetal membrane of ground, can to avoid the high-altitude hauling operation of construction material,
Save high-altitude traffic expense.
Worker's operation carries out on ground, systematic can solve the problems, such as building safety, while can also save building peace
Bright operating expenses in full.
Part is illustrated to embody by further advantage, target and the feature of the present invention by following, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Description of the drawings
Fig. 1 is the flow chart of the loose tool pouring type integral top lifting construction method of one embodiment of the invention；
Fig. 2 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
One of；
Fig. 3 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Two；
Fig. 4 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Three；
Fig. 5 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Four；
Fig. 6 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Five；
Fig. 7 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Six；
Fig. 8 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Seven；
Fig. 9 is the structural schematic diagram of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
Eight；
Figure 10 is the structural representation of the building of the loose tool pouring type integral top lifting construction method of one embodiment of the invention
The nine of figure.
Specific implementation mode
Present invention will be described in further detail below with reference to the accompanying drawings, to enable those skilled in the art with reference to specification text
Word can be implemented according to this.
It should be noted that experimental method described in following embodiments is unless otherwise specified conventional method, institute
Reagent and material are stated, unless otherwise specified, is commercially obtained；In the description of the present invention, term " transverse direction ", " vertical
To ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", the instructions such as "outside" side
Position or position relationship are to be based on the orientation or positional relationship shown in the drawings, and are merely for convenience of description of the present invention and simplification of the description,
It is not instruction or implies that signified device or element must have a particular orientation, with specific azimuth configuration and operation, because
This is not considered as limiting the invention.
<Embodiment 1>
As shown in Fig. 1-Figure 10, a kind of loose tool pouring type integral top lifting construction method of the embodiment of the present invention offer, including with
Lower step：
The construction of S1, building bottom basement 1：
After the construction of ground 2 for completing building, the construction of bottom basement 1 is completed on the ground 2, and in the bottom
Interval is provided with multiple first through hole for running through the top plate 3 up and down on the top plate 3 of basement 1, then in the bottom basement 1
In it is vertical embedding multiple with the one-to-one jack 4 of the first through hole, the upper end of the jack 4 passes through its corresponding institute
It states first through hole and is flushed with the upper end of the top plate 3；
The construction of S2,5 structure of fetal membrane；
The construction of 5 structure of fetal membrane is carried out on the top plate 3 of the bottom basement 1, the upper end of the fetal membrane 5 is equipped at intervals with
It is a plurality of for pouring the groove 6 of beam slab, on the fetal membrane 5 up and down it is perforative be provided with it is multiple one-to-one with the first through hole
Second through-hole, the corresponding first through hole of second through-hole are coaxially disposed and are mutually communicated；
The construction of S3, building top level structure 7：
The upper floor plate of the top level structure 7 and its construction of beam slab are carried out in the upper end of the fetal membrane 5, wait for the top layer knot
After upper floor plate and its beam slab hardening of structure 7, all jack 4 are risen to the height of a floor simultaneously, by the top
The upper floor plate and its beam slab of the top level structure 7 of layer structure 7 rise the height of a floor, then in the top plate 3 and institute
More support transition masts 8 are arranged in interval between stating the upper floor plate of top level structure 7, and are installed on the more support transition masts 8
Structure support beam, then after all jack 4 are dropped to being flushed with the upper end of the top plate 3, in the upper of the fetal membrane 5
End carries out the lower floor plate of the top level structure 7 and its construction of beam slab, and completes the upper floor plate and lower floor plate of the top level structure 7
Between connection construction, and be reserved in the lower floor plate of the top level structure 7 the support transition mast 8 by third it is logical
Hole completes the construction of top level structure 7 after the lower floor plate of the top level structure 7 and its beam slab hardening；
The construction of S4, building other floor structures：
Upper floor plate of the lower floor plate of the above floor as next floor repeats the construction method in S3, until completing institute
There is the construction of floor structure；
S5, auxiliary device and ground construction are removed：
All the support transition mast 8, structure support beam, jack 4 and fetal membrane 5 are removed successively, then complete the building
Being fixedly connected between room and the ground 2, and complete ground construction.
In the loose tool pouring type integral top lifting construction method, in the S2, be painted on the surface of fetal membrane 5 interleaving agent or
Person is covered with plastic film.
In the loose tool pouring type integral top lifting construction method, in the S3-S4, the arbitrary first floor plate of building is applied
Work includes assembling reinforcement, casting concrete and concrete curing.
In the loose tool pouring type integral top lifting construction method, in the S3-S4, the arbitrary first floor plate of building is applied
Work further includes applying for roof waterproof, rigid layer construction, protective layer construction, the construction of roof drainage facility and the works on roofing
Work.
In above-mentioned technical proposal, roofing is the peripheral protective component of building top layer, for resist the rain of nature, snow,
The influence of the unfavorable factors such as wind, frost, solar radiation, temperature change, ensureing building interior, there are one good use environment, roofings
Should meet firm durable, waterproof, heat preservation, it is heat-insulated, prevent fires and resist various dysgenic functional requirements；
Single ply roofing is the roof waterproof layer made of casting and compacting of concrete.Swelling agent is mixed in concrete, is subtracted
The additives such as aqua, waterproofing agent keep the concrete after pouring careful closely knit, and hydrone is difficult to pass through, to reach the mesh of waterproof
's.The advantages of single ply roofing is cheap, and durability is good, easy to maintenance, the disadvantage is that density is big, tensile strength is low, is drawn
It should become smaller；
Protective layer construction refers to that after coiled material laying finishes qualification on inspection, should carry out the construction of protective layer immediately, protect in time
Waterproof layer is protected from damage, to extend the service life of coil waterproof layer.Common protective layer way has following several：Block
Face layer protective layer, cement mortar protective course, pea gravel concreten protective layer；
The rain of roofing, snow-broth are discharged rapidly roof drainage, avoid the measure for generating roof ponding.In construction projects,
Roof drainage divides functional in organized water drainage and inorganization to drain two ways.
In the loose tool pouring type integral top lifting construction method, the upper floor plate of any one layer of structure of the building and downstairs
Connection construction between plate further includes concrete cast, structural column connection, inner partition wall construction, internal plastering construction and peace
Fill engineering construction.
In the loose tool pouring type integral top lifting construction method, the jack 4 is hydraulic jack 4.
In the loose tool pouring type integral top lifting construction method, the ground construction includes concrete cast and installing engineering
Construction.
In the loose tool pouring type integral top lifting construction method, all support transition masts are removed in the S5 successively
8, further include being removed to the support transition mast 8, structure support beam and jack 4 after structure support beam, jack 4 and fetal membrane 5
The cavity left afterwards is filled up.
In above-mentioned technical proposal, proposes a kind of construction technology having larger breakthrough with present situation construction technology technology, come
Solve above-mentioned deficiency and disadvantage.A kind of new entirety is proposed in conjunction with a kind of top-down building construction method occurred
Formula builds jack-up construction method.Change traditional construction thinking, after the foundation construction for completing building, unwrapping wire is simultaneously on the ground
Make fetal membrane 5 on the ground according to design requirement；The construction of architecture storey flood is totally placed on ground fetal membrane 5 and is constructed
Assembling reinforcement is poured, is conserved, and can be carried out integral jacking operation after flood reaches concrete strength；It is reserved after jacking
Space construction operation is carried out on the same fetal membrane 5 carrying out next flood, until construction is completed in last entire building room.It should
The advantage and act on as follows that process bands are come：
The construction for building all floors is all completed on ground fetal membrane 5, and template, the scaffold of traditional architecture needs are eliminated
Support, saves a large amount of consumptive material and circulation material, energy conservation and environmental protection.
The construction for building all floors is all completed on ground fetal membrane 5, and the flow line production platform of a factory is equivalent to,
All floors all come from a platform, it is possible to prevente effectively from the construction error brought by worker's unwrapping wire, formwork etc. and quality error
The problems such as, it can effectively promote working efficiency and construction quality.
The construction for building all floors is all completed on ground fetal membrane 5, can to avoid the high-altitude hauling operation of construction material,
Save high-altitude traffic expense.
Worker's operation carries out on ground, systematic can solve the problems, such as building safety, while can also save building peace
Bright operating expenses in full.
<Embodiment 2>
The embodiment of the present invention provides a kind of monoblock type jack-up construction method, including：
The cast-in-place floor construction of ground flood (construction technology sequence)：After the completion of foundation construction, on ground, this ground also may be used
To be that some floor face of structure carries out the making of fetal membrane 5, and brushing interleaving agent；All floors carry out on this loose tool
Construction operation completes one layer and jacks one layer；It is reserved spatially after jacking, then carries out next layer of integral cast-in-situ construction work
Industry, until whole building construction is completed.
Ground fetal membrane 5：It in ground either basement and is leaned in the design position unwrapping wire of building, and according to design requirement
Fetal membrane 5 is made on subaerial structure flooring, for pouring floor concrete.
Pipelining：On fetal membrane 5 after brushing interleaving agent, all construction floors all carry out construction work on fetal membrane 5
Industry assembling reinforcement, casting concrete, maintenance, every layer jacks after the completion, and the spatial position reserved after jacking is in the case where carrying out
One layer of construction floor construction operation so repeats until completing whole construction.All construction operations are in fetal membrane 5
Operation is carried out on upper mounting plate, is equivalent to assembly line construction operation.
Integral top lifting construction：One layer is often constructed all by the building integral jacking of completion, one-piece casting construction is completed on ground
After layer building, the integral jacking together with the building completed above.
Although the embodiments of the present invention have been disclosed as above, but its is not only in the description and the implementation listed
With it can be fully applied to various fields suitable for the present invention, for those skilled in the art, can be easily
Realize other modification, therefore without departing from the general concept defined in the claims and the equivalent scope, the present invention is simultaneously unlimited
In specific details and embodiment shown and described herein.
Claims (8)
1. a kind of loose tool pouring type integral top lifting construction method, which is characterized in that include the following steps：
The construction of S1, building bottom basement (1)：
After ground (2) construction for completing building, the construction of bottom basement (1) is completed on the ground (2), and at the bottom
Interval is provided with multiple first through hole for running through the top plate (3) up and down on the top plate (3) of layer basement (1), then at the bottom
It is vertical embedding multiple with the one-to-one jack of the first through hole (4) in layer basement (1), the jack (4) it is upper
End is flushed across its corresponding described first through hole and with the upper end of the top plate (3)；
The construction of S2, fetal membrane structure；
The construction of fetal membrane (5) is carried out on the top plate (3) of the bottom basement (1), the upper end of the fetal membrane (5) is equipped at intervals with
It is a plurality of for pouring the groove (6) of beam slab, on the fetal membrane (5) up and down it is perforative be provided with it is multiple a pair of with the first through hole one
The second through-hole answered, the corresponding first through hole of second through-hole are coaxially disposed and are mutually communicated；
The construction of S3, building top level structure (7)：
The upper floor plate of the top level structure (7) and its construction of beam slab are carried out in the upper end of the fetal membrane (5), wait for the top layer knot
After upper floor plate and its beam slab hardening of structure (7), by the height of one floor of all jack (4) while rising, by institute
The upper floor plate of the top level structure (7) of top level structure (7) and its height of beam slab one floor of rising are stated, then on the top
Setting more support transition masts (8) in interval between plate (3) and the upper floor plate of the top level structure (7), and in the more supports
Mounting structure support beam on transition mast (8), then all jack (4) are dropped to neat with the upper end of the top plate (3)
After flat, the lower floor plate of the top level structure (7) and its construction of beam slab are carried out in the upper end of the fetal membrane (5), and described in completion
Connection construction between the upper floor plate and lower floor plate of top level structure (7), and be reserved in the lower floor plate of the top level structure (7)
The support transition mast (8) by third through-hole, it is then complete after the lower floor plate of the top level structure (7) and its beam slab hardening
At the connection construction between the upper floor plate and lower floor plate of the top level structure (7), that is, complete the construction of top level structure (7)；
The construction of S4, building other floor structures：
Upper floor plate of the lower floor plate of the above floor as next floor repeats the construction method in S3, until completing all buildings
The construction of layer structure；
S5, auxiliary device and ground construction are removed：
All the support transition mast (8), structure support beam, jack (4) and fetal membrane (5) are removed successively, then are completed described
Being fixedly connected between building and the ground (2), and complete ground construction.
2. loose tool pouring type integral top lifting construction method as described in claim 1, which is characterized in that in the S2, fetal membrane (5)
It is painted with interleaving agent on surface or is covered with plastic film.
3. loose tool pouring type integral top lifting construction method as described in claim 1, which is characterized in that in the S3-S4, the building
The construction of the arbitrary first floor plate in room includes assembling reinforcement, casting concrete and concrete curing.
4. loose tool pouring type integral top lifting construction method as claimed in claim 3, which is characterized in that in the S3-S4, the building
The construction of the arbitrary first floor plate in room further include roof waterproof, rigid layer construction, protective layer construction, roof drainage facility construction and
The construction of works on roofing.
5. loose tool pouring type integral top lifting construction method as described in claim 1, which is characterized in that any one layer of the building
Connection construction between the upper floor plate and lower floor plate of structure includes concrete cast, structural column connects, inner partition wall constructs, is interior
Portion's plastering construction and installing engineering construction.
6. loose tool pouring type integral top lifting construction method as described in any one in claim 1-5, which is characterized in that the jack
(4) it is hydraulic jack.
7. loose tool pouring type integral top lifting construction method as described in any one in claim 1-5, which is characterized in that apply on the ground
Work includes concrete cast and installing engineering construction.
8. loose tool pouring type integral top lifting construction method as described in any one in claim 1-5, which is characterized in that in the S5 according to
Further include being held to described after all support transition masts (8) of secondary dismounting, structure support beam, jack (4) and fetal membrane (5)
The cavity that support transition mast (8), structure support beam and jack (4) leave after removing is filled up.
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| CN108560728B CN108560728B (en) | 2019-11-01 |
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| CN205857242U (en) * | 2016-07-19 | 2017-01-04 | 江西建工第二建筑有限责任公司 | A kind of basement bottom board beam is without brick fetal membrane structural texture |
| CN107542108A (en) * | 2016-12-22 | 2018-01-05 | 深圳建业工程集团股份有限公司 | A kind of reverse construction method of building basement structure |
| CN107542267A (en) * | 2016-06-28 | 2018-01-05 | 中国二十冶集团有限公司 | The jacking contrary sequence method of skyscraper |
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2018
- 2018-02-12 CN CN201810146533.9A patent/CN108560728B/en not_active Expired - Fee Related
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|---|---|---|---|---|
| JPH03235838A (en) * | 1990-02-09 | 1991-10-21 | Takenaka Komuten Co Ltd | Lift up method of construction using temporary pillar |
| CN1877026A (en) * | 2003-09-15 | 2006-12-13 | 邱则有 | Lightweight mould member for cast-in-situ concrete |
| CN105839784A (en) * | 2016-03-17 | 2016-08-10 | 杨春 | Assemble-jacking type building construction method |
| CN107542267A (en) * | 2016-06-28 | 2018-01-05 | 中国二十冶集团有限公司 | The jacking contrary sequence method of skyscraper |
| CN205857242U (en) * | 2016-07-19 | 2017-01-04 | 江西建工第二建筑有限责任公司 | A kind of basement bottom board beam is without brick fetal membrane structural texture |
| CN107542108A (en) * | 2016-12-22 | 2018-01-05 | 深圳建业工程集团股份有限公司 | A kind of reverse construction method of building basement structure |
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| CN108560728B (en) | 2019-11-01 |
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