CN108979205A - Super high-rise dwelling house structure staggered floor cross construction method - Google Patents
Super high-rise dwelling house structure staggered floor cross construction method Download PDFInfo
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- CN108979205A CN108979205A CN201810954417.XA CN201810954417A CN108979205A CN 108979205 A CN108979205 A CN 108979205A CN 201810954417 A CN201810954417 A CN 201810954417A CN 108979205 A CN108979205 A CN 108979205A
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- 238000010276 construction Methods 0.000 title claims abstract description 181
- 238000009415 formwork Methods 0.000 claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 29
- 238000012423 maintenance Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000000465 moulding Methods 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 28
- 230000008901 benefit Effects 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 230000001360 synchronised effect Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
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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
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of Super high-rise dwelling house structure staggered floor cross construction methods, by using the staggered floor pipeline mode of vertical structure and horizontal structure, it is served as theme with horizontal structure construction, it is interspersed in vertical structure working procedure in horizontal structure construction, reinforced bar engineering, form work engineering and the concrete works of upper and lower floor vertical structure and horizontal structure implement cross construction, Super high-rise dwelling house staggered floor cross construction is realized, in addition vertical structure large form, which can be realized, self-contained whole tear open, is integrally promoted by construction equipment.Its advantage shows themselves in that efficiency of the practice is high, construction quality is good, comprehensive benefit is good.
Description
Technical field
The present invention relates to technical field of building construction, specifically, being to be related to a kind of Super high-rise dwelling house structure staggered floor stream
Water construction method.
Background technique
In recent years, super high-rise building is grown rapidly, and the construction demand of super high-rise building also increasingly improves, according to vertical structure
With the sequence of construction of horizontal structure, residential structure construction at present is there are mainly two types of construction method: staggered floor method for synchronously constructing and by
Layer is successively constructed, and two kinds of construction methods respectively have advantage while also there is correspondingly defect, specific as follows:
1, staggered floor method for synchronously constructing
As shown in Fig. 1 is that can be seen using staggered floor method for synchronously constructing flow diagram in conjunction with attached drawing in the prior art
The vertical structure of house and horizontal structure are staggered floor synchronous constructions out, i.e., structure construction is that staggered floor carries out, and upper and lower floor is perpendicular
Mostly successively it is unfolded to the reinforced bar engineering and form work engineering of structure and horizontal structure, concrete is synchronized to pour and be smash, construction stream
Journey are as follows: surveying setting-out → vertical structure reinforcing bar binding → vertical structure electromechanical pipeline is pre-buried → vertical structure template installation → upper layer
Scaffold, the template construction → upper layer horizontal structure reinforcement engineering construction → upper layer horizontal structure electromechanical pipeline of horizontal structure are pre-buried
→ vertical structure concreting → upper layer horizontal structure concreting → next work flow of concrete curing → entrance.
Staggered floor method for synchronously constructing has the advantages that construction technology is simple, construction equipment is simple, therefore applies in residential structure
It is used widely in work.But there are two big defects for staggered floor method for synchronously constructing: first is that construction efficiency is relatively low.Second is that construction
Quality is difficult to guarantee.It is mutually restricted between staggered floor method for synchronously constructing process；Form work engineering can only dissipate form removal with dissipating to spell simultaneously, can not
Using large form, for one layer of construction period generally at 5~7 days, whole work efficiency is low；Since process can not be interted, template is dissipated to spell and be dissipated
It tears open, especially under the conditions of robbing work, construction quality is difficult to ensure.
2, layer-by-layer successively construction method
As shown in Fig. 2 is that can be seen using layer-by-layer successively construction method flow diagram in conjunction with attached drawing in the prior art
The vertical structure of house and horizontal structure are successively successively to construct out, i.e., structure construction successively carries out, and same layer erects
It successively constructs to structure and horizontal structure, first horizontal structure, rear vertical structure, construction process are as follows: surveying setting-out → level
Scaffold, the template construction → horizontal structure reinforcement engineering construction → horizontal structure electromechanical pipeline of structure be pre-buried → and horizontal structure is mixed
Solidifying soil pours → and horizontal structure concrete curing → surveying setting-out → vertical structure reinforcing bar binding → vertical structure electromechanical pipeline is pre-
Bury → vertical structure template installation → vertical structure concreting → vertical structure concrete curing → vertical structure template tears open
Except → enter next work flow.
Successively successively construction method has the advantages that construction quality is good, and vertical structure uses large formwork construction, and structure is smooth
Spend, it is possible to reduce, even cancel wall plastering, saving material and reduces cost.But successively successively construction method presence is applied
The slow-footed defect of work, horizontal structure are successively carried out with vertical construction, and the construction period is long, and one layer of structure construction needs 6~8 days,
It is difficult to meet the fast turnover needs of current real estate industry.
Summary of the invention
The purpose of the present invention is aiming at the shortcomings in the prior art, provide a kind of Super high-rise dwelling house structure staggered floor cross construction
Method is served as theme with horizontal structure construction by using the staggered floor pipeline mode of vertical structure and horizontal structure, makes vertical structure
Process portion is interspersed in horizontal structure construction, improves Super high-rise dwelling house construction efficiency, shortens the housing construction duration, reduces construction
Cost.
To achieve the above object, the technical solution adopted by the present invention is that: a kind of Super high-rise dwelling house structure staggered floor cross construction
Method, the construction method includes horizontal structure construction and vertical structure construction, and is served as theme with horizontal structure construction, vertical to tie
During structure construction is interspersed in horizontal structure construction, specifically includes the following steps:
1.N+1 layers of horizontal structure surveying setting-out of step, while starting the concrete works and N+1 for implementing N layers of vertical structure
The reinforced bar engineering of layer vertical structure；
Step 2. construction equipment climbs one layer, and N+1 layers of horizontal structure implement form work engineering, while N layers of vertical structure maintenance
After a certain period of time, it completes vertical structure template removing and promotes one layer, N+2 layers of vertical structure reinforced bar engineering of starting；
Step 3. completes N+1 layers of horizontal structure reinforced bar engineering, is completed at the same time N+1 layers of vertical structure envelope mould construction；
Step 4. completes N+1 layers of horizontal structure concrete works, while N+2 layers of vertical structure steel flxer journey are persistently applied
In work, subsequently into next standard cycle, step 1-4 is repeated.
Further, above-mentioned reinforced bar engineering includes: the binding of vertical structure reinforcing bar, the binding of horizontal structure reinforcing bar, vertical structure
Electromechanical pipeline is pre-buried and horizontal structure electromechanical pipeline is pre-buried；Above-mentioned concrete works include: vertical structure concreting, vertical
Structural concrete maintenance, horizontal structure concreting and horizontal structure concrete curing；Above-mentioned form work engineering includes: horizontal junction
Structure framed bent sets up, the installation of horizontal structure template, the closing of horizontal structure template corner, vertical structure form removable and vertical structure
Template molding.
Further, the concrete works of N layers of vertical structure include: N layers of vertical structure concreting and N in step 1
Layer vertical structure concrete curing.
Further, N layers of vertical structure concrete works start in step 1 and continue in step 2, in step 2
Complete N layers of vertical structure concrete curing.
Further, it includes: that N+1 layers of horizontal structure framed bent are set up and applied that N+1 layers of horizontal structure, which implement form work engineerings, in step 2
Work, N+1 layers of horizontal structure template installation and N+1 layers of horizontal structure template corner closure construction.
Further, step 2 further include: before N+1 layers of horizontal structure template corner closure construction, N layers of vertical knot
Structure is sequentially completed N layers of vertical structure concrete curing, while N+1 layers of vertical structure reinforcing bar binding are completed and carry out N+1 layers vertically
Structure electromechanical pipeline is pre-buried；The pre-buried N layers of vertical structure form removable after the completion of N+1 layers of vertical structure electromechanical pipeline simultaneously pass through construction
To N+1 layers, N+1 layers of vertical structure template mold equipment lifting；N+2 layers of vertical structure reinforcing bar binding start to construct simultaneously.
Further, N+1 layers of horizontal structure reinforced bar engineering include: to carry out N+1 layers of horizontal structure reinforcing bar first to tie up in step 3
It pricks, carries out N+1 layers of horizontal structure electromechanical pipeline carcase work after the completion of reinforcing bar binding.
Further, N+1 layers of horizontal structure concrete works include: first to the completion pre-buried work of electromechanical pipeline in step 4
The N+1 layer horizontal structure of journey implements concrete pouring construction, after the completion of pouring, carries out N+1 layers of horizontal structure concrete curing and applies
Work.
Further, the reinforced bar engineering of N+1 layers of vertical structure is persistently constructed during step 1 to step 2, and N+2 layers
The reinforced bar engineering of the reinforced bar engineering of vertical structure N+1 layers of vertical structure from step 2 starts when completing, and continues to construct.
The invention has the advantages that:
1. using Super high-rise dwelling house structure staggered floor cross construction method of the present invention, Super high-rise dwelling house construction efficiency is improved.It fills
Divide using three-dimensional working space, staggered floor flowing water implements reinforcing bar, template and the concrete works of vertical structure and horizontal structure, horizontal
Structure construction accounts for critical circuits, and vertical structure construction is interspersed wherein, does not account for the absolute duration substantially, the construction method, construction effect
Rate is high, the integral construction duration up to 3 days one layer；In addition vertical structure use large form, it is self-contained it is whole tear open, can be real by construction equipment
Existing large form integrally promotes a construction layer, and manpower consumption is few, and construction efficiency is high；
2. using Super high-rise dwelling house structure staggered floor cross construction method of the present invention, Super high-rise dwelling house construction quality is improved.It is wrong
Laminar flow of water construction method vertical structure and horizontal structure staggered floor cross construction, process is reasonable, even if being also easy under the conditions of robbing work
Guaranteeing construction quality, vertical structure uses large form, and rigidity is big, and construction flatness, verticality all obtain the improvement of significant effective,
Construction quality is high, can reach thin-coat plaster, or even exempts from the requirement of plastering；
3. using Super high-rise dwelling house structure staggered floor cross construction method of the present invention, the comprehensive effect of Super high-rise dwelling house construction is improved
Benefit.It is served as theme with horizontal structure construction, the construction of vertical structure is interspersed wherein, on the basis of ensureing construction quality, so that water
Flat structure construction is independently independent of each other mutually with vertical structure construction, to effectively shorten the duration, support items height has enough to meet the need.
Detailed description of the invention
For purpose, feature and advantage of the present invention can be clearer to understand, below with reference to attached drawing to preferable reality of the invention
Example is applied to be described in detail, in which:
Fig. 1 is staggered floor method for synchronously constructing flow diagram in the prior art；
Fig. 2 is layer-by-layer successively construction method flow diagram in the prior art；
Fig. 3 is Super high-rise dwelling house structure staggered floor cross construction method flow block diagram of the present invention；
Fig. 4 is Super high-rise dwelling house structure staggered floor cross construction initial state schematic diagram of the present invention；
Fig. 5-1 is N+1 layers of horizontal structure surveying setting-outs construction schematic diagram in an embodiment；
Fig. 5-2 is N layers of vertical structure concrete engineering construction schematic diagram in an embodiment；
Fig. 5-3 is N+1 layers of vertical structure reinforcing bar binding construction schematic diagram in an embodiment；
Fig. 6-1 is N+1 layers of horizontal structure form work engineerings construction schematic diagram in an embodiment；
Fig. 6-2 is N+1 layers of horizontal structure corner closure construction schematic diagram in an embodiment；
Fig. 7 is N+1 layers of horizontal structure reinforcement engineering construction flow diagram in an embodiment；
Fig. 8 is N+1 layers of horizontal structure concrete engineering construction flow diagram in an embodiment.
Appended drawing reference involved in attached drawing and component part are as follows:
1. construction equipment；2. horizontal structure；3. vertical structure.
Specific embodiment
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
In the present embodiment, construction starts from N layers, and each construction layer includes vertical structure and horizontal structure, and the present invention is super
It in high residential building structure staggered floor cross construction method, is served as theme with the construction of horizontal structure, vertical structure construction is interspersed in level
During structure construction, and both horizontal structure construction and vertical structure construction are independent mutually, since horizontal structure is constructed
It serves as theme, therefore vertical structure construction progress situation will not influence the construction period of horizontal structure, each layer of vertical structure and water
The construction work of flat structure includes: reinforced bar engineering, form work engineering and concrete works, and wherein reinforced bar engineering includes: vertical knot
The binding of structure reinforcing bar, the binding of horizontal structure reinforcing bar, vertical structure electromechanical pipeline is pre-buried and horizontal structure electromechanical pipeline is pre-buried；Concrete
Engineering includes: that vertical structure concreting, vertical structure concrete curing, horizontal structure concreting and horizontal structure are mixed
Solidifying soil maintenance；Form work engineering includes: that horizontal structure framed bent is set up, horizontal structure template is installed, horizontal structure template corner envelope
It closes, the molding of vertical structure form removable and vertical structure template.
As described in attached drawing 3, a kind of Super high-rise dwelling house structure staggered floor cross construction method of the present invention mainly includes following four
Key step:
1.N+1 layers of horizontal structure surveying setting-out of step, while starting the concrete works and N+1 for implementing N layers of vertical structure
The reinforced bar engineering of layer vertical structure；
Step 2. construction equipment climbs one layer, and N+1 layers of horizontal structure implement form work engineering, while N layers of vertical structure maintenance
After a certain period of time, it completes vertical structure template removing and promotes one layer, N+2 layers of vertical structure reinforced bar engineering of starting；
Step 3. completes N+1 layers of horizontal structure reinforced bar engineering, is completed at the same time N+1 layers of vertical structure envelope mould construction；
Step 4. completes N+1 layers of horizontal structure concrete works, while N+2 layers of vertical structure steel flxer journey are persistently applied
In work, subsequently into next standard cycle, step 1-4 is repeated.
Below in conjunction with attached drawing 4-8 to institute involved in a kind of Super high-rise dwelling house structure staggered floor cross construction method of the present invention
There is process step to be described in detail.
As shown in Fig. 4, the basic status before current work starts are as follows: N layers of vertical structure molding are completed, N layers of horizontal junction
First round concrete curing is completed and is at least completed in structure concreting, will keep regularly concrete in work progress later
Maintenance.
It is the construction procedure 1 of Super high-rise dwelling house structure staggered floor cross construction method as shown in attached drawing 5-1,5-2,5-3, is
Make the expression that work progress is more clear, the structure of construction equipment, but this are omitted in the step flow chart that step 1 is implemented
It will be appreciated by the skilled person that during the entire process of housing construction, construction equipment should be set up in construction such as attached drawing 4 always in field
On floor.1 implementing procedure of construction procedure includes:
(1) N+1 layers of horizontal structure measure unwrapping wire.Specifically, all construction personnel constructed completion and place with
Measuring payoff operation to N+1 layers of horizontal structure on the N layer horizontal structure in maintenance stage, (such as attached drawing 5-1 show N+1 layers of water
Flat structure surveying setting-out construction schematic diagram), while concreting and concrete curing construction are started (such as to N layers of vertical structure
Attached drawing 5-2 show N layers of vertical structure concrete engineering construction schematic diagram), reinforcing bar binding construction is started to N+1 layers of vertical structure
(such as attached drawing 5-3 show N+1 layers of vertical structure reinforcing bar binding construction schematic diagram).It should be noted that N+1 layers of horizontal structure into
The reinforcing bar of the concrete works of row surveying setting-out, N layer vertical structure and N+1 layers of vertical structure binding construction three is to carry out simultaneously
, and it is independent without interacting mutually, in construction procedure 1, the concrete curing construction of N+1 layers of vertical structure needs
It is carried out after the completion of N+1 layers of vertical structure concreting, if the concreting of N+1 layers of vertical structure does not have in step 1
It is fully completed, can continue to construct in step 2, while N+1 layers of vertical structure concrete curing can also open in step 2
Begin.N+1 layers of vertical structure reinforcing bar binding construction start since step 1, and will persistently implement.Due in entire work progress,
The construction of horizontal structure is served as theme, therefore N+1 layers of horizontal structure surveying setting-out construction are completed to be labeled with step 1 completion, into step
Rapid 2.
It is the construction procedure 2 of Super high-rise dwelling house structure staggered floor cross construction method as shown in attached drawing 6-1,6-2, construction step
Rapid 2 implementing procedure includes:
(2) it completes in step 1 after N+1 layers of horizontal structure surveying setting-out construction, construction equipment jacks upwards first in step 2
One layer, (being that will be jacked to N+3 layers to step 2 if the construction equipment of initial state is located at N+2 layers in practice of construction)
And starts the form work engineering of N+1 layers of horizontal structure (such as attached drawing 6-1 show the construction signal of N+1 layers of horizontal structure form work engineering
Figure).Specifically, completing N+1 layers of horizontal structure framed bent erection construction first, then proceed to complete N+1 layers of horizontal structure template peace
N+1 layers of horizontal structure template corner closing are finally implemented in dress construction.Implementation synchronous with horizontal structure is N layers of vertical structure
Concrete works, N layers of form work engineering between N+1 layers of vertical structure, N+1 layers of vertical structure reinforcing bars binding are completed and N+2
Layer vertical structure reinforcing bar binding starts to construct.It should be noted that N+1 layers of horizontal structure successively carry out framed bent set up, template
During the form work engineering of installation and corner closing three phases, wherein implementing corner in N+1 layers of horizontal structure closes it
Before, it is necessary to it completes vertical structure template and promotes one layer.
N+1 layers of horizontal structure successively carry out framed bent set up, template installation and corner closing three phases form work engineering
Meanwhile vertical structure work progress is specific as follows: firstly, N layers of vertical structure continue to implement concrete works and complete N layers vertically
The concrete curing of structure is constructed, and N+1 layers of vertical structure persistently carry out reinforcing bar binding until coming into effect N after the completion of reinforcing bar binding
+ 1 layer of vertical structure electromechanical pipeline is pre-buried；After the completion of the concrete curing construction of N layers of vertical structure, implement N layers of vertical structure mould
Plate is removed and the template of dismounting is directly promoted one layer to the N+1 for having completed electromechanical pipeline Embedment Construction using construction equipment
Layer, N+1 layers come into effect template molding engineering, and N+2 layers of vertical structure steel flxer journey come into effect at this time.It needs to illustrate
, in order to guarantee the close linking of engineering construction, it shall be guaranteed that and before N layers of vertical structure form removable, N+1 layers of vertical structure
Electromechanical pipeline Embedment Construction has also been completed, and only in this way, after N layers of vertical structure form removable, just can guarantee that template directly mentions
Rising one layer, (it includes vertical structure that vertical structure template, which molds engineering, into N+1 layers of vertical structure templates molding engineering of N+1 layers of beginning
Template installation and vertical structure seal mould, and what is started here is the installing engineering of vertical structure template).Vertical structure template promotes one layer
Afterwards, N+1 layers of horizontal structure corner closure construction come into effect that (such as attached drawing 6-2 show N+1 layers of horizontal structure corner envelope
Close construction schematic diagram), N+2 layers of vertical structure steel flxer journey can start implementation after construction equipment jacks one layer.
As shown in Fig. 7 is 3 schematic diagram of construction procedure of Super high-rise dwelling house structure staggered floor cross construction method, the step
Implementing procedure include: that N+1 layers of horizontal structure reinforcement engineering construction start, be completed at the same time the construction of N+1 layers of vertical structure envelope moulds (i.e.
Vertical structure template molding engineering is fully completed), during N+2 layers of vertical structure steel flxer journey are persistently constructed.Wherein N+1 layers of water
Flat structure reinforced bar engineering includes: to carry out N+1 layers of horizontal structure reinforcing bar binding first, and it is horizontal that reinforcing bar binds N+1 layers of progress after the completion
Structure electromechanical pipeline carcase work.
It is as shown in Fig. 8 step 4 schematic diagram of Super high-rise dwelling house structure staggered floor cross construction method, the implementation of the step
Process includes: to implement N+1 layers of horizontal structure concrete works, while during N+2 layers of vertical structure steel flxer journey persistently construct.
Specifically, concrete pouring construction is implemented to the N+1 layer horizontal structure for completing electromechanical pipeline carcase work first, pours completion
Afterwards, N+1 layers of horizontal structure concrete curing construction are carried out.So far a complete job engineering is completed to enter next workflow
Journey, new workflow circulation step 1 is to step 4 since N+1 layers of horizontal structure surveying setting-out.
It should be noted that being a lasting process, i.e. this specification to concrete curing in building construction process
Involved in horizontal structure concrete curing refer to that (or construction personnel can carry out normally on horizontal structure to that can go up people for maintenance
Construction operation) construction node, and vertical structure concrete curing refer to maintenance arrive collapsible die construction node.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
Member, under the premise of not departing from the method for the present invention, can also make several improvement and supplement, these are improved and supplement also should be regarded as
Protection scope of the present invention.
Claims (9)
1. a kind of Super high-rise dwelling house structure staggered floor cross construction method, the construction method includes horizontal structure construction and vertical knot
Structure construction, which is characterized in that the construction method is served as theme with horizontal structure construction, and vertical structure construction is interspersed in horizontal structure
During construction, the construction method the following steps are included:
1.N+1 layers of horizontal structure surveying setting-out of step, while starting the concrete works for implementing N layer vertical structure and N+1 layers are erected
To the reinforced bar engineering of structure；
Step 2. construction equipment climbs one layer, and N+1 layers of horizontal structure implement form work engineering, while N layers of vertical structure maintenance are certain
After time, completes vertical structure template removing and promote one layer, N+2 layers of vertical structure reinforced bar engineering of starting；
Step 3. completes N+1 layers of horizontal structure reinforced bar engineering, is completed at the same time N+1 layers of vertical structure form work engineering；
Step 4. completes N+1 layers of horizontal structure concrete works, while N+2 layers of vertical structure steel flxer journey are persistently constructed
In, subsequently into next standard cycle, repeat step 1-4.
2. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 1, which is characterized in that the steel
Muscle engineering includes: the binding of vertical structure reinforcing bar, horizontal structure reinforcing bar is bound, vertical structure electromechanical pipeline is pre-buried and horizontal structure machine
Electric line is pre-buried；The concrete works include: vertical structure concreting, vertical structure concrete curing, horizontal structure
Concreting and horizontal structure concrete curing；The form work engineering include: horizontal structure framed bent set up, horizontal structure template
Installation, the closing of horizontal structure template corner, vertical structure form removable and the molding of vertical structure template.
3. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 2, which is characterized in that step 1
The concrete works of middle N layers of vertical structure include: N layers of vertical structure concreting and N layers of vertical structure concrete curing.
4. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 3, which is characterized in that N layers perpendicular
Start in step 1 to structural concrete engineering and continue in step 2, completes N layers of vertical structure concrete in step 2 and support
Shield.
5. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 2, which is characterized in that step 2
It includes: N+1 layers of horizontal structure framed bent erection construction, N+1 layers of horizontal structure template peace that middle N+1 layers of horizontal structure, which implements form work engineering,
Dress construction and N+1 layers of horizontal structure template corner closure construction.
6. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 5, which is characterized in that step 2
Further include: before N+1 layers of horizontal structure template corner closure construction, it is mixed that N layers of vertical structure are sequentially completed N layers of vertical structure
Solidifying soil maintenance, while N+1 layer vertical structure reinforcing bars binding completion and to carry out N+1 layers of vertical structure electromechanical pipeline pre-buried；N+1 layers perpendicular
It is promoted to N+1 layer to the pre-buried N layers of vertical structure form removable after the completion of structure electromechanical pipeline and by construction equipment, N+1 layers perpendicular
It is molded to stay in place form；N+2 layers of vertical structure reinforcing bar binding start to construct simultaneously.
7. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 2, which is characterized in that step 3
Middle N+1 layers of horizontal structure reinforced bar engineering includes: to carry out N+1 layers of horizontal structure reinforcing bar binding first, carries out N after the completion of reinforcing bar binding
+ 1 layer of horizontal structure electromechanical pipeline carcase work.
8. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 2, which is characterized in that step 4
Middle N+1 layers of horizontal structure concrete works include: to implement to mix to the N+1 layer horizontal structure for completing electromechanical pipeline carcase work first
Solidifying soil pouring construction after the completion of pouring, carries out N+1 layers of horizontal structure concrete curing construction.
9. a kind of Super high-rise dwelling house structure staggered floor cross construction method according to claim 1-8, feature exist
In the reinforced bar engineering of N+1 layers of vertical structure is persistently constructed during step 1 to step 2, the reinforcing bar of N+2 layers of vertical structure
The reinforced bar engineering of engineering N+1 layers of vertical structure from step 2 starts when completing, and continues to construct.
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| CN201810954417.XA CN108979205B (en) | 2018-08-21 | 2018-08-21 | Staggered floor flow construction method for super high-rise residential structure |
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| CN201810954417.XA CN108979205B (en) | 2018-08-21 | 2018-08-21 | Staggered floor flow construction method for super high-rise residential structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158974A (en) * | 2019-06-10 | 2019-08-23 | 张杨 | A kind of complete interspersed construction method of high level assembled arthitecutral structure |
| CN112049237A (en) * | 2020-09-04 | 2020-12-08 | 珠海华章工程管理咨询有限公司 | Vertical penetration construction method for high-rise building |
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| CN112049237B (en) * | 2020-09-04 | 2021-11-05 | 珠海华章工程管理咨询有限公司 | Vertical penetration construction method for high-rise building |
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