CN108331336A - The integrated lifting steel plateform system and its construction method of floor synchronous construction - Google Patents
The integrated lifting steel plateform system and its construction method of floor synchronous construction Download PDFInfo
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- CN108331336A CN108331336A CN201810198513.6A CN201810198513A CN108331336A CN 108331336 A CN108331336 A CN 108331336A CN 201810198513 A CN201810198513 A CN 201810198513A CN 108331336 A CN108331336 A CN 108331336A
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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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- 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
-
- 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
- E04B1/3511—Lift-slab; characterised by a purely vertical lifting of floors or roofs or parts thereof
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- Architecture (AREA)
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- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides a kind of integrated lifting steel plateform systems and its construction method of floor synchronous construction, the dead weight and construction loads that the integrated lifting steel plateform system of the present invention is all are transferred to by standard barrel mast on Core Walls Structure shear wall, the present invention uses modular design scheme, standard barrel mast is resolved into bylinder support, barrel mast connection unit, different structure type is adapted to by the various combination of the two, span, deformation construction can be fast implemented, adapt to different floor structure schemes, realize horizontal floorboard and Core Walls Structure wall synchronous construction in Core Walls Structure, solve steel platform system deformation problem when horizontal floorboard changes in Core Walls Structure.
Description
Technical field
The present invention relates to a kind of integrated lifting steel plateform systems and its construction method of floor synchronous construction.
Background technology
Previous entirety climbs steel platform since the support of its bylinder uses integral design, causes the horizontal beam in Core Walls Structure
Harden structure can not only be constructed together with the outer framework of subsequent construction, this results in structure can not be primary with wall synchronous construction
Construction molding, there are hidden danger for construction quality.In addition, the entirety of use routine is climbed, steel platform system, which carries out construction, can not form beam
Harden structure, structure can not vertically arrange personnel's system up and down, therefore be difficult arrangement evacuating personnel in conventional Super High construction
Channel system, when there is emergency situation, construction worker is difficult to evacuate to safety zone
Invention content
The purpose of the present invention is to provide a kind of integrated lifting steel plateform system and its construction method of floor synchronous construction,
Can existing entirety climb the construction quality of steel platform and personnel safety has hidden danger.
To solve the above problems, the present invention provides a kind of integrated lifting steel plateform system of floor synchronous construction, including：
Including integrally hoisting steel platform and template, wherein
The template includes：Template for construct each layer Core Walls Structure wall and horizontal floorboard to be onstructed；
The integrally hoisting steel platform includes：
Support system, the support system include more standard barrel masts and the first barrel mast connection unit, first barrel mast
Connection unit is connected between two adjacent standard barrel masts, and shape is fixed in the bottom of every standard barrel mast by attached wall bracket
At Core Walls Structure wall inside；
The lifting system being set at the top of the support system, for promoting integrated lifting steel plateform system；
It is connected to the steel platform of all standard cartridge column tops；
It is set to the first of the outside of established Core Walls Structure wall and hangs foot hand, each first hangs the top of foot hand and the steel
Platform connects.
Further, in above system, the standard barrel mast forms bottom structure by I-steel or H profile steel, using side
Steel pipe composition connects the facade frame of the bottom structure, and each layer foot hand walkway board, the bottom are provided on facade frame
Structure is fixed on the inside of established Core Walls Structure wall by attached wall bracket.
Further, in above system, the support system and first hang foot hand height covering no less than three layers apply
The height of work floor.
Further, in above system, the template of each layer Core Walls Structure wall to be onstructed is a set of integrated template；
The template of the horizontal floorboard of each layer to be onstructed dissipates for two sets breaks spelling template.
Further, in above system, the steel platform includes preloading area and the area that punches, and the area that punches, which is located at, to be waited applying
The top of the horizontal floorboard of work.
Further, pre- close to the position of Core Walls Structure wall on the horizontal floorboard that every layer of construction is completed in above system
Personnel's entrance is stayed, the position of reserved personnel's entrance on the horizontal floorboard of adjacent two layers is staggered, and each reserved personnel go out
Entrance arranged beneath has steel cat ladder.
Further, in above system, the support system further includes the second barrel mast connection unit, second barrel mast
Connection unit hangs foot hand and bottom plate girder steel including second, and described second hangs foot hand is made of steel tube poles and walkway board, it is described walk
Guidance tape is fixed on the steel pipe post, and steel pipe post upper end is welded on the girder steel lower flange of the steel platform, and the steel pipe is vertical
Column lower end is fixed on the bottom plate girder steel, and the bottom plate girder steel is connected between two adjacent standard barrel masts.
Another side according to the present invention provides a kind of construction of the integrated lifting steel plateform system using floor synchronous construction
Method, including：
Construction procedure including typical floor：
Step S11, steel platform of integrally climbing formwork system height covering n+1~n+2, n+2~n+3, n+3~n+4 layers,
It completes to climb in index bed work progress, steel plateform system is located at the n-th+4 top, and is shelved on n-th by attached wall bracket
In~n+1 layers of wall, n+2~n+3 layer structures that just construction has been completed at this time are conserving；
Step S12 removes the scaffold of (n+1)th~n+2 layer floor structure, falsework and its dissipates and breaks spelling template, this
The scattered spelling template of breaking in place refers to the wall form below floor structure template and floor structure, and the template of remaining wall is big mould
Plate, will dissipate to break to spell template and turn over by the foot hand of support system or hanging scaffolding and is transported to n-th+3~n+4 layers of hot work in progress；
Step S13 sets up the cripple of floor area between n-th+3~n+4 layers, falsework and horizontal floorboard
Template, binding n+3~n+4 layers between Core Walls Structure wall wall steel bar, the n-th+3 layers horizontal floorboard reinforcing bar, by Core Walls Structure wall
Template be promoted to n+3~n+4 layers between after carry out envelope mould construction；
Step S14 pours the wall of the Core Walls Structure wall between n+3~n+4 layers, in horizontal building in the template of Core Walls Structure wall
The concrete of the n-th+4 layers horizontal floorboard is poured in the template of panel, carries integrally hoisting steel platform after maintenance to design strength
Rise a layer height；
Step S15, is repeated in above step, until completing the construction of typical floor.
Further, in the above-mentioned methods, further include the construction procedure of aerial deformation floor：
Step S21, steel platform of integrally climbing formwork system height covering n+1~n+2, n+2~n+3, n+3~n+4 layers,
It completes to climb in index bed work progress, steel plateform system is located at the n-th+4 top top, and is shelved on by attached wall bracket
In n-th~n+1 layers of wall, n+2~n+3 layer structures that just construction has been completed at this time are conserving, and the n-th+3 layers of floor structure is
Construction is completed, and the n-th+4 layers of horizontal floor structure will change；
Step S22 removes the scaffold of (n+1)th~n+2 layer floor structure, falsework and its dissipates and breaks spelling template, this
The scattered spelling template of breaking in place refers to the wall form below floor structure template and floor structure, and the template of remaining wall is big mould
Plate sets up interim foot hand at the flat floor structure of raw water, and scattered at original floor structure is broken and spells template replacement into large form,
Then n-th+3~n+4 layers of wall body structure of construction, the n-th+4 layers of the horizontal floor structure of not constructing in this construction；
Step S23 promotes integral steel platform one floor height of formwork system, is added at previous level floor location and newly adds cylinder
The epimere for hanging foot hand portion of column connection unit；
Step S24 removes n-th+2~n+3 layer of interim foot hand, falsework and scattered breaks spelling template.Construct n+4~n+
5 layers of wall body structure, the n-th+5 layers of the horizontal floor structure of not constructing in this construction；
Integral steel platform formwork system is promoted the height of a floor height by step S25, is increased at previous level floor location
If newly adding the whole stage casing for hanging foot hand portion of barrel mast connection unit.The wall body structure of n-th+5~n+6 layers of construction, in this construction
In do not construct the n-th+6 layers of horizontal floor structure；
Integrally hoisting steel platform is promoted the height of a floor height by step S26, and the is added at previous level floor location
The second of two barrel mast connection units hangs the hypomere and bottom plate girder steel of foot hand portion, and support system is formed an entirety；If attached
Wall bracket needs to convert, and completes the conversion of attached wall bracket at this time；Remove first at the n-th+3 layers emerging horizontal floor structure
Barrel mast connection unit completes the transformation of the whole steel platform formwork system that climbs at this time；
Step S27 removes original large form at n+4F layers of emerging floor structure, by floor structure at this and its
The template of lower section wall, which is changed to dissipate, breaks spelling template；In the scaffold of n-th+3~n+4 layers of floor structure, falsework and its dissipate
Spelling template is broken, the emerging water building floor structure of the n-th+4 floor of constructing；
Step S28 sets up interim foot hand, falsework and its is dissipated at n-th+4~n+5F layers of floor structure and breaks spelling mould
Plate, the emerging water building floor structure of the n-th+5 floor of constructing；Interim foot hand, template are set up at n-th+5~n+6 layers of floor structure
It holder and its dissipates and breaks spelling template, the emerging building floor structure of the n-th+6 floor of constructing；Remove n-th+3~n+4 layers of interim foot
Hand, falsework and dissipate break spelling template；
Step S29 removes the scaffold of n-th+4~n+5F layer floor structure, falsework and its dissipates and breaks spelling template, logical
It crosses the foot hand of support system or hanging scaffolding will dissipate to break to spell template and turn over and be transported to n-th+6~n+7 layers of hot work in progress, set up n-th+
It the cripple of 6~n+7 layers of floor structure, formwork-support and dissipates and breaks spelling template, and bind n+6~n+7 layers of wall steel
Muscle, n+7 layers of horizontal floor structure reinforcing bar carry out envelope mould construction, the layer are completed after casting concrete after large form is promoted one layer
Construction subsequently enters new index bed construction.
Further, in the above-mentioned methods, further include：
When encountering crisis situations during construction operation, operating personnel is entered by each floor cripple to have constructed
At certain layer of horizontal floorboard, and evacuated downwards by the steel cat ladder below reserved personnel's entrance of this layer of horizontal floorboard.
Compared with prior art, all dead weights of integrated lifting steel plateform system of the invention and construction loads pass through mark
Quasi- barrel mast is transferred on Core Walls Structure shear wall, and the present invention uses modular design scheme, and standard cartridge is resolved into bylinder support
Column, barrel mast connection unit adapt to different structure type, span by the various combination of the two, can fast implement deformation and apply
Work adapts to different floor structure schemes, realizes horizontal floorboard and Core Walls Structure wall synchronous construction in Core Walls Structure, solves core
Steel platform system deformation problem when horizontal floorboard changes in cylinder.
Description of the drawings
Fig. 1 is the vertical view of the integrally hoisting steel platform of one embodiment of the invention；
Fig. 2 is the structure chart of the steel platform of one embodiment of the invention；
Fig. 3 is the elevation after the typical floor of one embodiment of the invention climbs；
Fig. 4 is the construction elevation after the typical floor of one embodiment of the invention climbs；
Fig. 5 is the schematic diagram before the structure of the horizontal floorboard of one embodiment of the invention changes；
Fig. 6 is the schematic diagram after the structure of the horizontal floorboard of one embodiment of the invention changes；
Fig. 7 is the schematic diagram of the construction procedure S21 of the aerial deformation floor of one embodiment of the invention；
Fig. 8 is the schematic diagram of the construction procedure S22 of the aerial deformation floor of one embodiment of the invention；
Fig. 9 is the schematic diagram of the construction procedure S23 of the aerial deformation floor of one embodiment of the invention；
Figure 10 is the schematic diagram of the construction procedure S24 of the aerial deformation floor of one embodiment of the invention；
Figure 11 is the schematic diagram of the construction procedure S25 of the aerial deformation floor of one embodiment of the invention；
Figure 12 is the schematic diagram of the construction procedure S26 of the aerial deformation floor of one embodiment of the invention；
Figure 13 is the schematic diagram of the construction procedure S27 of the aerial deformation floor of one embodiment of the invention；
Figure 14 is the schematic diagram of the construction procedure S28 of the aerial deformation floor of one embodiment of the invention；
Figure 15 is the schematic diagram of the construction procedure S29 of the aerial deformation floor of one embodiment of the invention.
Specific implementation mode
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is described in further detail.
As shown in figures 1-4, the present invention provides a kind of integrated lifting steel plateform system of floor synchronous construction, including entirety
Promote steel platform and template, wherein
The template includes：Template for construct each layer Core Walls Structure wall and horizontal floorboard to be onstructed；
The integrally hoisting steel platform includes：
Support system, the support system include more standard barrel masts 1 and the first barrel mast connection unit 2, described first
Column connection unit 2 is connected between two adjacent standard barrel masts 1, and the bottom of every standard barrel mast 1 is fixed by attached wall bracket 3
In the inside of established Core Walls Structure wall 4；
The lifting system 5 being set at the top of the support system, for promoting integrated lifting steel plateform system；
It is connected to the steel platform 6 at 1 top of all standard barrel masts；
It is set to the first of the outside of established Core Walls Structure wall 4 and hangs foot hand 7, each first hangs the top of foot hand 7 and institute
State the connection of steel platform 6.
Here, standard barrel mast 1, the first barrel mast connection unit 2 are resolved into bylinder support, it is suitable by the various combination of the two
Answer different structure type.When floor structure changes, barrel mast connection unit can be changed by high-level recombination
Direction, to adapt to the variation of floor structure.
The dead weight and construction loads that the integrated lifting steel plateform system of the present invention is all are transferred to core by standard barrel mast
On heart cylinder shear wall, the present invention uses modular design scheme, standard barrel mast is resolved into bylinder support, barrel mast connects list
Member adapts to different structure type, span by the various combination of the two, can fast implement deformation construction, adapt to different
Floor structure scheme realizes horizontal floorboard and Core Walls Structure wall synchronous construction in Core Walls Structure, solves horizontal flooring in Core Walls Structure
Steel platform system when plate changes deforms problem.
In one embodiment of integrated lifting steel plateform system of the floor synchronous construction of the present invention, the standard barrel mast 1 is by work
Word steel or H profile steel form bottom structure, the facade frame of the bottom structure are connected using square steel tube composition, on facade frame
It is provided with each layer foot hand walkway board, the bottom structure is fixed on the inside of established Core Walls Structure wall 4 by attached wall bracket 3.
Here, arranging attached wall bracket structure on bottom structure, attached wall bracket structure can change according to wall to be shifted, attached
The angle that wall bracket 3 shifts is 45~90 degree, and attached wall bracket is shelved in the reserved opening on Core Walls Structure wall.
In one embodiment of integrated lifting steel plateform system of the floor synchronous construction of the present invention, the support system and first
The height covering for hanging foot hand is no less than the height of tri-level construction floor.
Here, as shown in Figures 3 and 4, covering no less than three when support system and the height for hanging foot hand need to meet structure construction
The height of layer, in order to which the dismounting work of scaffold template stand and template after the completion of n-layer carries out construction and maintenance (removes layer
8), while in n+1 layers of carry out floor maintenance work (conservation layer 9), while in n+1 layers of carry out floor construction working (construction layer
10)。
In one embodiment of integrated lifting steel plateform system of the floor synchronous construction of the present invention, each layer Core Walls Structure to be onstructed
The template of wall is a set of integrated template, and recycling is repeated when each layer is constructed and is used；
The template of the horizontal floorboard of each layer to be onstructed dissipates for two sets breaks spelling template, and often set, which dissipates to break, spells template in each layer
Recycling is repeated when construction to use.
Here, there are two types of template systems, the template of horizontal floorboard and its wall form at place break spelling template using scattered,
Two sets are arranged altogether, is transported with being overturn to upper layer, and for the wall form in remaining region using integrated large form, large form arrangement is a set of.
In one embodiment of integrated lifting steel plateform system of the floor synchronous construction of the present invention, as shown in Fig. 2, the steel is flat
Platform 6 includes preloading area 61 and the area 62 that punches, and the area 62 that punches is located at the top of horizontal floorboard 11 to be onstructed.
Here, steel plateform system is located at the top of entire steel platform formwork system, it is divided into that preloading area, punch area, it is described to open
Hole area makees in discharge zone, and discharge zone is located above horizontal floorboard to be onstructed, to transmit construction material.
In one embodiment of integrated lifting steel plateform system of the floor synchronous construction of the present invention, as shown in figs. 1 and 4, every layer
On the horizontal floorboard 11 that construction is completed personnel's entrance 12, the horizontal flooring of adjacent two layers are reserved close to the position of Core Walls Structure wall
The position of reserved personnel's entrance on plate is staggered, and each reserved personnel's entrance arranged beneath has steel cat ladder 13.
Here, reserving personnel's entrance on horizontal floorboard, every layer is reserved a hole, and hole is opened in close to wall
Position, entrance lower section set steel cat ladder along wall paper, form the fire escape by structure construction layer to following storey.Reserved personnel go out
The position of entrance is staggered, and personnel is avoided directly to fall ground from reserved personnel's entrance of each layer.
It is described in one embodiment of integrated lifting steel plateform system of floor synchronous construction of the invention as shown in Fig. 5~6
Support system further includes the second barrel mast connection unit, and the second barrel mast connection unit hangs foot hand 16 and bottom plate girder steel including second
14, described second hangs foot hand is made of steel tube poles and walkway board, and the walkway board is fixed on the steel pipe post, and steel pipe is vertical
Column upper end is welded on the girder steel lower flange of the steel platform, and the steel pipe post lower end is fixed on the bottom plate girder steel, described
Bottom plate girder steel is connected between two adjacent standard barrel masts.
Here, when the structure of horizontal floorboard 11 changes 15, foot can be hung by the second of the second barrel mast connection unit
Hand 16 carries out carrying out structure change construction using top-to-bottom method, while removing the first barrel mast connection unit 2.
The present invention also provides the construction methods of another integrated lifting steel plateform system using floor synchronous construction, including
The construction procedure of typical floor：
Step S11, steel platform of integrally climbing formwork system height covering n+1~n+2, n+2~n+3, n+3~n+4 layers,
It completes to climb in index bed work progress, steel plateform system is located at the n-th+4 top, and is shelved on n-th by attached wall bracket
In~n+1 layers of wall, n+2~n+3 layer structures that just construction has been completed at this time are conserving；
Step S12 removes the scaffold of (n+1)th~n+2 layer floor structure, falsework and its dissipates and breaks spelling template, this
The scattered spelling template of breaking in place refers to the wall form below floor structure template and floor structure, and the template of remaining wall is big mould
Plate, will dissipate to break to spell template and turn over by the foot hand of support system or hanging scaffolding and is transported to n-th+3~n+4 layers of hot work in progress；
Step S13 sets up the cripple of floor area between n-th+3~n+4 layers, falsework and horizontal floorboard
Template, binding n+3~n+4 layers between Core Walls Structure wall wall steel bar, the n-th+3 layers horizontal floorboard reinforcing bar, by Core Walls Structure wall
Template be promoted to n+3~n+4 layers between after carry out envelope mould construction；
Step S14 pours the wall of the Core Walls Structure wall between n+3~n+4 layers, in horizontal building in the template of Core Walls Structure wall
The concrete of the n-th+4 layers horizontal floorboard is poured in the template of panel, carries integrally hoisting steel platform after maintenance to design strength
Rise a layer height；
Step S15, is repeated in above step, until completing the construction of typical floor.
In one embodiment of construction method of the integrated lifting steel plateform system using floor synchronous construction of the present invention, also wrap
The construction procedure for including aerial deformation floor, the arrangement of support system will be influenced when horizontal floorboard changes, and needs to do at this time aerial
Deformation construction, construction procedure include：
As shown in fig. 7, step S21, makes integrally hoisting steel platform complete to climb in index bed work progress, it is located at the
Above n-layer, integrally hoisting steel platform is shelved on by attached wall bracket in the wall of the Core Walls Structure wall between n-th~n+1 layers, at this time
The structure that just construction has been completed is conserving, and the n-th+3 layers of horizontal floorboard will change；
As shown in figure 8, step S22, removes cripple, falsework and the horizontal flooring between (n+1)th~n+2 layers
The template of plate sets up cripple at the flat floorboard of raw water, by the template replacement of the horizontal floorboard of this layer at Core Walls Structure
The template of wall, the wall body structure for the Core Walls Structure wall then constructed between n-th+2~n+3 layers, does not construct n-th+3 in this construction
The horizontal floorboard of layer；
As shown in figure 9, step S23, promotes one floor height of integrally hoisting steel platform, is added at previous level floor location
The second of second barrel mast connection unit hangs the epimere of foot hand portion；
As shown in Figure 10, step S24 removes cripple, falsework and horizontal building between n-th+2~n+3 floor
The template of panel, the wall body structure of the Core Walls Structure wall between n+3~n+4 layers of construction, does not construct the n-th+4 layers in this construction
Horizontal floorboard；
As shown in figure 11, integrally hoisting steel platform is promoted the height of a floor height, in previous level floor by step S25
The second of the second barrel mast connection unit stage casing for hanging foot hand portion, the Core Walls Structure between n-th+4~n+5 layers of construction are added at position
The wall body structure of wall, the n-th+5 layers of the horizontal floorboard of not constructing in this construction；
As shown in figure 12, integrally hoisting steel platform is promoted the height of a floor height, in previous level floor by step S26
The second of the second barrel mast connection unit hypomere and bottom plate girder steel for hanging foot hand portion is added at position, and support system is formed one
It is whole；If attached wall bracket needs to convert, the conversion of attached wall bracket is completed at this time；Remove the n-th+3 layers emerging horizontal flooring
The first barrel mast connection unit at structure completes the transformation of the whole steel platform formwork system that climbs at this time；
As shown in figure 13, step S27 sets up cripple, the emerging horizontal building of the n-th+3 floor of construction at the n-th+3 layers
Face structure；
As shown in figure 14, step S28 sets up cripple, the emerging horizontal building of the n-th+4 floor of construction at the n-th+4 layers
Face structure；Cripple is set up at the n-th+5 layers, the n-th+5 layers emerging horizontal floor structure of constructing；
As shown in figure 15, step S29 removes cripple, falsework and horizontal building between n-th+3~n+4 floor
The template of panel sets up the template of cripple, falsework and horizontal floorboard, the water of the n-th+7 layers of construction at the n-th+6 layers
The wall body structure of Core Walls Structure wall between flat floor structure, n-th+6~n+7 layers subsequently enters new floor construction.
In one embodiment of construction method of the integrated lifting steel plateform system using floor synchronous construction of the present invention, also wrap
It includes：
When encountering crisis situations during construction operation, operating personnel is entered by each floor cripple to have constructed
At certain layer of horizontal floorboard, and evacuated downwards by the steel cat ladder below reserved personnel's entrance of this layer of horizontal floorboard.
Each embodiment is described by the way of progressive in this specification, the highlights of each of the examples are with other
The difference of embodiment, just to refer each other for identical similar portion between each embodiment.
Obviously, those skilled in the art can carry out invention spirit of the various modification and variations without departing from the present invention
And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it
Interior, then the present invention is also intended to including these modification and variations.
Claims (10)
1. a kind of integrated lifting steel plateform system of floor synchronous construction, which is characterized in that including integrally hoisting steel platform and mould
Plate, wherein
The template includes：Template for construct each layer Core Walls Structure wall and horizontal floorboard to be onstructed；
The integrally hoisting steel platform includes：
Support system, the support system include more standard barrel masts and the first barrel mast connection unit, the first barrel mast connection
Unit is connected between two adjacent standard barrel masts, and the bottom of every standard barrel mast is fixed on established by attached wall bracket
The inside of Core Walls Structure wall；
The lifting system being set at the top of the support system, for promoting integrated lifting steel plateform system；
It is connected to the steel platform of all standard cartridge column tops；
It is set to the first of the outside of established Core Walls Structure wall and hangs foot hand, each first hangs the top of foot hand and the steel platform
Connection.
2. the integrated lifting steel plateform system of floor synchronous construction as described in claim 1, which is characterized in that the standard cartridge
Column forms bottom structure by I-steel or H profile steel, the facade frame of the bottom structure is connected using square steel tube composition, in facade
Each layer foot hand walkway board is provided on frame, the bottom structure is fixed on by attached wall bracket in established Core Walls Structure wall
Side.
3. the integrated lifting steel plateform system of floor synchronous construction as described in claim 1, which is characterized in that the support system
The height for the height covering no less than tri-level construction floor that system hangs foot hand with first.
4. the integrated lifting steel plateform system of floor synchronous construction as described in claim 1, which is characterized in that described to be onstructed
Each layer Core Walls Structure wall template be a set of integrated template；
The template of the horizontal floorboard of each layer to be onstructed dissipates for two sets breaks spelling template.
5. the integrated lifting steel plateform system of floor synchronous construction as described in claim 1, which is characterized in that the steel platform
Including preloading area and the area that punches, the area that punches is located at the top of horizontal floorboard to be onstructed.
6. the integrated lifting steel plateform system of floor synchronous construction as described in claim 1, which is characterized in that every layer has been constructed
At horizontal floorboard on close to the position of Core Walls Structure wall reserve personnel's entrance, it is reserved on the horizontal floorboard of adjacent two layers
The position of personnel's entrance is staggered, and each reserved personnel's entrance arranged beneath has steel cat ladder.
7. such as the integrated lifting steel plateform system of claim 1~6 any one of them floor synchronous construction, which is characterized in that
The support system further includes the second barrel mast connection unit, and the second barrel mast connection unit hangs foot hand and Bottom Board Steel including second
Beam, described second hangs foot hand is made of steel tube poles and walkway board, and the walkway board is fixed on the steel pipe post, and steel pipe is vertical
Column upper end is welded on the girder steel lower flange of the steel platform, and the steel pipe post lower end is fixed on the bottom plate girder steel, described
Bottom plate girder steel is connected between two adjacent standard barrel masts.
8. a kind of integrated lifting steel plateform system using such as claim 1~7 any one of them floor synchronous construction is applied
Work method, which is characterized in that the construction procedure including typical floor：
Step S11, steel platform of integrally climbing formwork system height covering n+1~n+2, n+2~n+3, n+3~n+4 layers, marking
It completes to climb in quasi- layer work progress, steel plateform system is located at the n-th+4 top, and is shelved on n-th~n+1 by attached wall bracket
In the wall of layer, n+2~n+3 layer structures that just construction has been completed at this time are conserving；
Step S12 removes the scaffold of (n+1)th~n+2 layer floor structure, falsework and its dissipates and breaks spelling template, scattered at this
It refers to the wall form below floor structure template and floor structure to break and spell template, and the template of remaining wall is large form, is led to
It crosses the foot hand of support system or hanging scaffolding will dissipate to break to spell template and turn over and be transported to n-th+3~n+4 layers of hot work in progress；
Step S13 sets up the mould of the cripple of floor area between n-th+3~n+4 layers, falsework and horizontal floorboard
Plate, wall steel bar, the n-th+3 layers horizontal floorboard reinforcing bar of Core Walls Structure wall between n+3~n+4 layers of binding, by the mould of Core Walls Structure wall
Plate be promoted to n+3~n+4 layers between after carry out envelope mould construction；
Step S14 pours the wall of the Core Walls Structure wall between n+3~n+4 layers, in horizontal floorboard in the template of Core Walls Structure wall
Template in pour the concrete of the n-th+4 layers horizontal floorboard, integrally hoisting steel platform is promoted one after maintenance to design strength
Layer height；
Step S15, is repeated in above step, until completing the construction of typical floor.
9. construction method as claimed in claim 8, which is characterized in that further include the construction procedure of aerial deformation floor：
Step S21, steel platform of integrally climbing formwork system height covering n+1~n+2, n+2~n+3, n+3~n+4 layers, marking
It completes to climb in quasi- layer work progress, steel plateform system is located at the n-th+4 top top, and is shelved on n-th by attached wall bracket
In~n+1 layers of wall, n+2~n+3 layer structures that just construction has been completed at this time are conserving, and the n-th+3 layers of floor structure has been applied
Work is completed, and the n-th+4 layers of horizontal floor structure will change；
Step S22 removes the scaffold of (n+1)th~n+2 layer floor structure, falsework and its dissipates and breaks spelling template, scattered at this
It refers to the wall form below floor structure template and floor structure to break and spell template, and the template of remaining wall is large form,
Interim foot hand is set up at the flat floor structure of raw water, and scattered break at original floor structure is spelled into template replacement at large form, then
It constructs n-th+3~n+4 layers of wall body structure, the n-th+4 layers of the horizontal floor structure of not constructing in this construction；
Step S23 promotes integral steel platform one floor height of formwork system, is added at previous level floor location newly plus barrel mast connects
The epimere for hanging foot hand portion of order member；
Step S24 removes n-th+2~n+3 layer of interim foot hand, falsework and scattered breaks spelling template.N+4~n+5 layers of construction
Wall body structure, the n-th+5 layers of the horizontal floor structure of not constructing in this construction；
Integral steel platform formwork system is promoted the height of a floor height by step S25, is added at previous level floor location new
Add the whole stage casing for hanging foot hand portion of barrel mast connection unit.The wall body structure of n-th+5~n+6 layers of construction, in this construction not
The horizontal floor structure of the n-th+6 layers of construction；
Integrally hoisting steel platform is promoted the height of a floor height, second is added at previous level floor location by step S26
The second of column connection unit hangs the hypomere and bottom plate girder steel of foot hand portion, and support system is formed an entirety；If attached wall ox
Leg needs to convert, and completes the conversion of attached wall bracket at this time；Remove the first barrel mast at the n-th+3 layers emerging horizontal floor structure
Connection unit completes the transformation of the whole steel platform formwork system that climbs at this time；
Step S27 removes original large form at n+4F layers of emerging floor structure, by floor structure at this and below
The template of wall, which is changed to dissipate, breaks spelling template；The scaffold of n-th+3~n+4 layers of floor structure, falsework and its dissipate break
Template is spelled, the emerging water building floor structure of the n-th+4 floor of constructing；
Step S28 sets up interim foot hand, falsework and its is dissipated at n-th+4~n+5F layers of floor structure and break spelling template, applies
The emerging water building floor structure of the n-th+5 floor of work；Set up at n-th+5~n+6 layers of floor structure interim foot hand, falsework and
It, which is dissipated, breaks spelling template, the emerging building floor structure of the n-th+6 floor of constructing；Remove n-th+3~n+4 layers of interim foot hand, template
Holder breaks spelling template with scattered；
Step S29, remove the scaffold of n-th+4~n+5F layer floor structure, falsework and its it is scattered break spelling template, pass through branch
The foot hand of support system or hanging scaffolding, which will dissipate to break to spell template and turn over, is transported to n-th+6~n+7 layers of hot work in progress, sets up n-th+6~n
It the cripple of+7 layers of floor structure, formwork-support and dissipates and breaks spelling template, and bind n+6~n+7 layers of wall steel bar, n+
7 layers of horizontal floor structure reinforcing bar carry out envelope mould construction, this layer construction are completed after casting concrete after large form is promoted one layer,
Subsequently enter new index bed construction.
10. construction method as claimed in claim 9, which is characterized in that further include：
When encountering crisis situations during construction operation, operating personnel enters what construction was completed by each floor cripple
Certain layer of horizontal floorboard, and evacuated downwards by the steel cat ladder below reserved personnel's entrance of this layer of horizontal floorboard.
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