CN109457930A - Integrally hoisting steel platform and its construction method for irregular wall construction - Google Patents
Integrally hoisting steel platform and its construction method for irregular wall construction Download PDFInfo
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- CN109457930A CN109457930A CN201811316262.3A CN201811316262A CN109457930A CN 109457930 A CN109457930 A CN 109457930A CN 201811316262 A CN201811316262 A CN 201811316262A CN 109457930 A CN109457930 A CN 109457930A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 99
- 239000010959 steel Substances 0.000 title claims abstract description 99
- 238000010276 construction Methods 0.000 title claims abstract description 75
- 230000001788 irregular Effects 0.000 title claims abstract description 51
- 210000002186 septum of brain Anatomy 0.000 claims abstract description 58
- 206010062575 Muscle contracture Diseases 0.000 claims abstract description 51
- 208000006111 contracture Diseases 0.000 claims abstract description 51
- 230000009194 climbing Effects 0.000 claims description 23
- 238000005194 fractionation Methods 0.000 claims description 5
- 230000017105 transposition Effects 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000029052 metamorphosis Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
Abstract
Integrally hoisting steel platform and its construction method for irregular wall construction of the invention, is related to construction equipment technical field.Aiming at the problem that traditional mould bases equipment can not adapt to changes of section biggish Core Walls Structure wall construction.It includes the septal area scaffold being set between side tub and intermediate tub, septal area scaffold position is the design position of contracture shear wall, septal area scaffold includes frame body main body and the septal area scaffold bottom beam for being connected to its bottom, the top of frame body main body is contacted with the top beam of steel platform, frame body main body two sides respectively with side tub, intermediate tub is flexibly connected, the both ends of septal area scaffold bottom beam respectively be located at its two sides side tub bottom beam, intermediate tub bottom beam is flexibly connected, hole is additionally provided in the corresponding steel platform of septal area scaffold top, after the component that climbs after position translation is fixed on the hole location of steel platform again, the column that climbs perforated holes and can be supported in the contracture shear wall top poured.
Description
Technical field
The present invention relates to construction equipment technical field, in particular to a kind of entirety for irregular wall construction mentions
Lift steel platform and its construction method.
Background technique
Currently, high-rise, super high-rise building metamorphosis is increasingly novel, unique, Core Walls Structure often have from lower to upper by
The trend shunk is walked, and traditional mould bases equipment is generally only applicable to the construction of Core Walls Structure changes of section smaller structure, to going out suddenly
Core Walls Structure wall that is existing or disappearing often does not have the ability of safe and efficient construction；And the contracture variation of building structure, often
Also along with mould bases equipment high-altitude split, this be also mould bases equipment safety more stringent requirements are proposed.
Summary of the invention
Aiming at the problem that traditional mould bases equipment can not adapt to changes of section biggish Core Walls Structure wall construction.Mesh of the invention
Be to provide a kind of integrally hoisting steel platform and its construction method for irregular wall construction, it equips existing mould bases
Safe split and transformation have been carried out, has improved the utilization rate of material, disassembly process avoids overhead welding operation, easy to operate fast
Victory substantially accelerates construction efficiency while guaranteeing construction safety.
The technical solution adopted by the present invention to solve the technical problems is: the integrally hoisting steel for irregular wall construction
Platform, it includes: steel platform, support system and climbing system, and the steel platform extends along Core Walls Structure shear wall cross section；It is described
Support system includes multiple interior tub supports and multiple outer tub supports, and the interior tub support and the outer tub support are solid
Due to the steel platform bottom, the interior tub support includes multiple side tub and an intermediate tub, described under Construction State
Side tub is supported in the preformed hole one of the Core Walls Structure shear wall by being located at the telescopic steel corbel of its bottom；It is described to climb
System includes the multiple components that climb being arranged in the steel platform, and the component that climbs includes climbing boots, hydraulic system and climbs
Column is risen, the column that climbs vertically is fixed on the concreting finished surface of the Core Walls Structure shear wall, and the climbing boots are set
It is placed in the steel platform and is firmly connected with it, and the climbing boots are connect with the hydraulic system；The integrally hoisting steel
Platform further includes the septal area scaffold being set between the side tub and the intermediate tub, and the septal area scaffold institute is in place
It is set to the design position of contracture shear wall, the septal area scaffold includes frame body main body and the septal area scaffold for being connected to its bottom
The top of bottom beam, the frame body main body is contacted with the top beam of the steel platform, frame body main body two sides respectively with side cylinder
Frame, the intermediate tub are flexibly connected, the both ends of the septal area scaffold bottom beam respectively be located at its two sides side tub bottom beam,
Intermediate tub bottom beam is flexibly connected, moreover, being additionally provided with hole in the corresponding steel platform of the septal area scaffold top, is located at
The component that climbs on the outside of contracture shear wall wait pour can retighten the hole location in steel platform after translating inwardly, and
Positioned at the top of the contracture shear wall poured.
Preferably, the flexible connection between the frame body main body of the septal area scaffold and the side tub, intermediate tub, with
And the flexible connection between the septal area scaffold bottom beam and the side tub bottom beam, intermediate tub bottom beam is pin connection or bolt
Connection.
Preferably, the bottom end of the close contracture shear wall of the intermediate tub after fractionation is supported by telescopic steel corbel
In the preformed hole two of the contracture shear wall, the bottom end of the close Core Walls Structure shear wall of the side tub after fractionation is by stretching
Contracting formula steel corbel is supported in the preformed hole one of the Core Walls Structure shear wall.
Preferably, described hole hole is additionally provided with dismountable flase floor.
Preferably, generally span is no more than in the width direction for the septal area that the frame body main body of septal area scaffold is formed after removing
1.5m。
In addition, the present invention also provides a kind of construction method of integrally hoisting steel platform for irregular wall construction,
Steps are as follows:
S1: it is located at each layer Core Walls Structure below irregular wall to be poured using integrally hoisting steel platform construction and shears
Wall；
S2: continuing to lift up the integrally hoisting steel platform, splits the frame body main body and side tub, intermediate cylinder of septal area scaffold
Flexible connection between frame lifts and removes the frame body main body of the septal area scaffold, builds Core Walls Structure shear wall and irregular
The template of wall, the synchronous at least one layer of Core Walls Structure shear wall of pouring construction and the irregular wall；
S3: the outer tub removed close to irregular wall outer side to be poured supports, and dismantles close to be poured irregular
The connection of climb component and the steel platform of wall is simultaneously translated above transposition to the irregular wall poured, so that it is vertical to climb
Column is supported in the top of the irregular wall poured, then successively completes the irregular wall and the Core Walls Structure shear wall
Concrete pouring construction.
Preferably, in the step S3, after removing the outer tub support, described in the outer edge cutting along the side tub
Steel platform.
Preferably, in the step S3, the frame body supported close to the outer tub of irregular wall outer side to be poured is removed
And then remove the telescopic steel corbel of outer tub support bottom.
Effect of the invention is that:
One, the integrally hoisting steel platform for irregular wall construction of the invention, between side tub and intermediate tub
Dismountable septal area scaffold is installed, septal area scaffold is corresponding with the design position of irregular wall, moreover, in steel platform
Position corresponding with septal area scaffold also sets up hole；It is in place that integrally hoisting steel platform rises to irregular wall institute to be poured
When setting, removes septal area scaffold frame body main body and frame body main body is hung by hole, by septal area scaffold bottom beam 31 as irregular
The bed die fulcrum of wall builds irregular wall form and implements concrete pouring construction, solves irregular wall bed die and sets up
Problem, save the manpower and material resources for setting up falsework, then, dismounting be set to irregular wall outer side and be located at poured
At Core Walls Structure shear wall above the component that climbs, the hole in steel platform is retightened after which is translated inwardly
Position, so that upright supports of climbing are in the irregular wall top poured, and then irregular wall and core to have poured
Cylinder shear wall is to rely on successively to implement concrete pouring construction, which pacifies existing mould bases equipment
It is complete to split and be transformed, the utilization rate of material is improved, disassembly process avoids overhead welding operation, and it is easy to operate, it is protecting
While demonstrate,proving construction safety, construction efficiency is substantially accelerated.
Two, the construction method of the integrally hoisting steel platform for irregular wall construction of the invention, firstly, being mentioned integrally
After lift steel platform rises to the contracture shear wall position wait pour, septal area scaffold is split and removed, builds contracture shearing
The template of wall simultaneously synchronizes pouring construction at least one layer contracture shear wall and Core Walls Structure shear wall, then, pours completion for being located at
Above component translation transposition to the contracture shear wall poured of climbing above Core Walls Structure shear wall, remove close to contracture shear wall
The outer tub of side supports, and supports using original side tub as the outer tub of improved integrally hoisting steel platform, finally,
Concrete pouring construction is successively implemented for support with the contracture shear wall and Core Walls Structure shear wall that have poured again, therefore, the present invention
Construction method, the support climbed using the contracture shear wall and Core Walls Structure shear wall poured as steel platform, to original
Integrally hoisting steel platform carries out safe split and adaptability reform, realizes that Core Walls Structure is not advised by simplified integrally hoisting steel platform
Then quick, the safe construction of wall, to adapt to the construction needs of each stage Core Walls Structure shear wall.
Detailed description of the invention
Fig. 1 to Fig. 8 is construction method each step of the present invention for the integrally hoisting steel platform of irregular wall construction
Schematic diagram.
Figure label is as follows:
Core Walls Structure shear wall 1；Preformed hole 1；Contracture shear wall 3；Preformed hole 24；
Steel platform 10；Top beam 11；Interior tub support 20；Side tub 21；Intermediate tub 22；Telescopic steel corbel 23；It is intermediate
Tub bottom beam 24；Side tub bottom beam 25；Septal area scaffold 30；Septal area scaffold bottom beam 31；Outer tub support 40；Climbing system
50；Climbing boots 51；Climb column 52.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.It should be noted that attached drawing is adopted
With very simplified form and using non-accurate ratio, only to facilitate, lucidly aid in illustrating the embodiment of the present invention
Purpose.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be this hair
The limitation of bright technical solution.
The super high-rise building of the present embodiment has irregular alien invasion, the top of the Core Walls Structure shear wall 1 in left side shown in Fig. 8
Contracture shear wall 3 with inside contracture, and contracture shear wall 3 is parallel with the Core Walls Structure shear wall 1 in left side, the Core Walls Structure in left side
Shear wall 1 is up to n+3 layer, and the Core Walls Structure shear wall 1 on right side and the height of contracture shear wall 3 are n+m layers, n for greater than etc.
In 5 natural number, m is the natural number more than or equal to 1, is needed to adapt to the construction of contracture shear wall 3, it is desirable that entirety of the invention
Promotion steel platform is able to carry out in high-altitude to be moved horizontally accordingly, illustrates of the invention be used for irregularly below with reference to Fig. 1 to Fig. 8
The integrally hoisting steel platform of wall construction, it includes steel platform 10, support system and climbing system, and steel platform 10 is cut along Core Walls Structure
1 cross section of power wall extends；Support system includes that multiple interior tub supports 20 and multiple outer tub supports 40 (are located at Core Walls Structure to shear
1 outside of wall is outer tub support 40, is 20) interior tub supports positioned at 1 inside of Core Walls Structure shear wall, interior tub supports 20 Hes
Outer tub support 40 is both secured to 10 bottom of steel platform, and interior tub support 20 includes multiple side tub 21 and an intermediate tub
22, the following tub 21 of Construction State is supported in the reserved of Core Walls Structure shear wall 1 by being located at the telescopic steel corbel 23 of its bottom
In hole 1；Climbing system includes that multiple components 50 that climb are arranged in steel platform 10, and the component 50 that climbs includes climbing boots 51, liquid
Pressure system (not shown) and the column 52 that climbs, the column 52 that climbs vertically are fixed on the concreting of Core Walls Structure shear wall 1
Finished surface, climbing boots 51 are set in steel platform 10 and are firmly connected with it, and climbing boots 51 are connect with hydraulic system, are integrally mentioned
Lift steel platform realizes the construction of Core Walls Structure shear wall 1 by the climbing technology that support system replaces support with climbing system；Please after
Continue referring to figs. 2 and 3, the integrally hoisting steel platform further includes the septal area foot being set between side tub 21 and intermediate tub 22
Hand cradle 30,30 position of septal area scaffold be contracture shear wall 3 design position, septal area scaffold 30 include frame body main body and
It is connected to the septal area scaffold bottom beam 31 of its bottom, the top of frame body main body contacts with the top beam 11 of steel platform 10 and is not connected to,
By the gravity of 31 carrier phosphor bodies of septal area scaffold bottom beam, convenient for the Demolition Construction of frame body main body, the two sides point of frame body main body
Is not flexibly connected with side tub 21, intermediate tub 22, the both ends of septal area scaffold bottom beam 31 respectively with the side tin that is located at its two sides
Frame bottom beam 25, intermediate tub bottom beam 24 are flexibly connected, moreover, being additionally provided with hole in the corresponding steel platform 10 in 30 top of septal area scaffold
Hole (not shown) hangs integrally hoisting steel platform by hole convenient for the frame body main body after removing, positioned at contracture to be poured
The component 50 that climbs in 3 outside of shear wall can retighten after translating inwardly in the hole location of steel platform 10, and be located at
The top of the contracture shear wall 3 poured.
Integrally hoisting steel platform for irregular wall construction of the invention, between side tub 21 and intermediate tub 22
Dismountable septal area scaffold 30 is installed, septal area scaffold 30 is corresponding with the design position of irregular wall, moreover, flat in steel
Position corresponding with septal area scaffold 30 also sets up hole on platform 10；Integrally hoisting steel platform rises to irregular wall to be poured
When body position, removes the frame body main body of septal area scaffold 30 and frame body main body is hung by hole, by septal area scaffold bottom beam
The 31 bed die fulcrum as irregular wall builds irregular wall form and implements concrete pouring construction, solves irregular
The problem that wall bed die is set up saves the manpower and material resources for setting up falsework, and then, dismounting is set to irregular wall outer side
And it is located at the component 50 that climbs for pouring 1 top of Core Walls Structure shear wall of completion, after which is translated inwardly again
It is fixed on the hole location of steel platform 10, so that the column 52 that climbs for the component 50 that climbs is supported in the irregular wall top poured
End, and then irregular wall to have poured and Core Walls Structure shear wall 1 are to rely on successively to implement concrete pouring construction, the entirety
It promotes steel platform and safe split and transformation has been carried out to existing mould bases equipment, improve the utilization rate of material, disassembly process is kept away
Exempt from overhead welding operation, it is easy to operate, while guaranteeing construction safety, substantially accelerate construction efficiency.
Flexible connection between the frame body main body and side tub 21 of above-mentioned septal area scaffold 30, intermediate tub 22, and every
Being flexibly connected between area's scaffold bottom beam 31 and side tub bottom beam 25, intermediate tub bottom beam 24 can be pin connection or be bolted
Deng, split it is convenient, fast, reduce overhead welding operation, improve working security；More preferably, as shown in fig. 6, after splitting
The bottom end of close contracture shear wall 3 of intermediate tub 22 the reserved of contracture shear wall 3 is supported in by telescopic steel corbel 23
In hole 24, the bottom end of the close Core Walls Structure shear wall 1 of the side tub 21 after fractionation is supported in core by telescopic steel corbel 23
In the preformed hole 1 of cylinder shear wall 1, the Core Walls Structure for having poured completion is supported in guarantee that the interior tub support 20 after splitting is stablized
Shear wall 1 and contracture shear wall 3.
Above-mentioned hole hole is additionally provided with dismountable flase floor (not shown), and flase floor can guarantee steel platform 10
Construction safety.
The construction trough for the i.e. irregular wall in septal area that the frame body main body of above-mentioned septal area scaffold 30 is formed after removing, every
Generally span is no more than 1.5m in the width direction in area, to guarantee construction safety, when the span of septal area in the width direction is more than 1.5m
When, intermediate tub 22 should be added and supported.
Illustrate the construction method of the integrally hoisting steel platform for irregular wall construction of the invention in conjunction with Fig. 1 to Fig. 8,
The construction of Core Walls Structure shear wall 1 in left side is to the n-th+3 layers in the present embodiment, the Core Walls Structure shear wall 1 on right side and contracture shear wall 3
Height is n+m layers, and n is the natural number more than or equal to 5, and m is the natural number more than or equal to 1, and steps are as follows for Specific construction:
S1: as shown in Figure 1, being constructed the Core Walls Structure shear wall 1 of the non-contracture of each layer using integrally hoisting steel platform, until contracture
3 lower section n-th layer of shear wall；
S2: as shown in Fig. 2, integrally hoisting steel platform is promoted to (n+1)th layer, (n+1)th layer i.e. 3 bottom institute of contracture shear wall
In layer, as shown in figure 3, splitting the flexible connection between 30 frame body of septal area scaffold and side tub 21, intermediate tub 22, lifting is simultaneously
30 frame body of septal area scaffold is removed, the template of (n+1)th layer of Core Walls Structure shear wall 1 and (n+1)th layer of contracture shear wall 3 is built, and
The bed die framed bent of (n+1)th layer of contracture shear wall 3, (n+1)th layer of Core Walls Structure shear wall 1 of pouring construction and (n+1)th layer of contracture shear wall
3, as shown in Figures 4 to 6, repeat the above steps, successively construct n-th+2, n+3 layers of contracture shear wall 3 and n-th+2, n+3 layers of core
Heart cylinder shear wall 1, and dismantle the activity between septal area scaffold bottom beam 31 and side tub bottom beam 25, intermediate tub bottom beam 24 even
It connects, at this point, the construction of Core Walls Structure shear wall 1 in left side terminates, it is highly n+3 layers；
S3: please continue to refer to Fig. 6 and Fig. 7, removing the outer tub support 40 for being located at 1 outside of Core Walls Structure shear wall in left side,
The connection of climb component 50 and the steel platform 10 of the Core Walls Structure shear wall 1 close to left side and being translated is dismantled to replace to having poured
The top of the n-th+3 layers contracture shear wall 3 so that the column 52 that climbs is supported in the top of the n-th+3 layers contracture shear wall 3 poured
End, that is to say, that so that contracture shear wall 3 and core after the size adaptation contracture of the integrally hoisting steel platform after re-assemblying
The construction of cylinder shear wall 1 needs, and then, routinely construction procedure is successively constructed to the n-th+m layers of contracture shear wall 3 and the n-th+m layers
Core Walls Structure shear wall 1.
The construction method of integrally hoisting steel platform for irregular wall construction of the invention, firstly, in whole promotion
After steel platform rises to 3 position of contracture shear wall wait pour, septal area scaffold 30 is split and removed, builds contracture shearing
The template of wall 3 simultaneously synchronizes pouring construction at least one layer contracture shear wall 3 and Core Walls Structure shear wall 1, then, will be located at and pour completion
The top of Core Walls Structure shear wall 1 the translation of component 50 transposition of climbing to 3 top of contracture shear wall poured, remove close to contracture
The outer tub support 40 of 3 side of shear wall, and using original side tub 21 as the outer cylinder of improved integrally hoisting steel platform
Frame support is applied finally, successively implementing concreting with the contracture shear wall 3 and Core Walls Structure shear wall 1 that have poured again for support
Work, therefore, construction method of the invention is climbed using the contracture shear wall 3 and Core Walls Structure shear wall 1 poured as steel platform 10
The support risen carries out safe split and adaptability reform to original integrally hoisting steel platform, passes through simplified integrally hoisting steel
Platform realizes quick, the safe construction of the irregular wall of Core Walls Structure, to adapt to the construction needs of each stage Core Walls Structure shear wall 1.
As shown in fig. 7, after removing outer tub support 40, the outer edge cutting of steel along side tub 21 is flat in above-mentioned steps S3
Platform 10 avoids 10 two sides discontinuity equalization of steel platform and safety accident occurs.
In above-mentioned steps S3, after the frame body for removing the outer tub support 40 in 1 outside of Core Walls Structure shear wall for being located at left side,
The telescopic steel corbel 23 that outer tub supports 40 bottoms is removed again, and the frame body of outer tub support 40 is avoided to deform.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to scope of the claims.
Claims (8)
1. being used for the integrally hoisting steel platform of irregular wall construction, comprising: steel platform, support system and climbing system, it is described
Steel platform extends along Core Walls Structure shear wall cross section；The support system includes multiple interior tub supports and multiple outer tub branch
Support, the interior tub support and the outer tub support are both secured to the steel platform bottom, and the interior tub support includes more
The intermediate tub of a side tub and one, the side tub is supported in by being located at the telescopic steel corbel of its bottom under Construction State
In the preformed hole one of the Core Walls Structure shear wall；The climbing system includes the multiple groups of climbing being arranged in the steel platform
Part, the component that climbs include climbing boots, hydraulic system and the column that climbs, and the column that climbs vertically is fixed on the Core Walls Structure
The concreting finished surface of shear wall, the climbing boots are set in the steel platform and are firmly connected with it, and described climb
Boots are risen to connect with the hydraulic system；It is characterized by: the integrally hoisting steel platform further include be set to the side tub and
Septal area scaffold between the intermediate tub, septal area scaffold position are the design position of contracture shear wall, institute
Stating septal area scaffold includes frame body main body and the septal area scaffold bottom beam for being connected to its bottom, the top of the frame body main body and institute
The top beam contact of steel platform is stated, frame body main body two sides are flexibly connected with the side tub, the intermediate tub respectively, described
The both ends of septal area scaffold bottom beam are flexibly connected with side tub bottom beam, the intermediate tub bottom beam positioned at its two sides respectively, moreover, institute
It states and is additionally provided with hole in the corresponding steel platform of septal area scaffold top, climbing on the outside of contracture shear wall to be poured
Component can retighten the hole location in steel platform after translating inwardly, and be located at the top of the contracture shear wall poured
End.
2. integrally hoisting steel platform according to claim 1, it is characterised in that: the frame body main body of the septal area scaffold with
Flexible connection and the septal area scaffold bottom beam and the side tub bottom beam, centre between the side tub, intermediate tub
Flexible connection between tub bottom beam is pin connection or is bolted.
3. integrally hoisting steel platform according to claim 1, it is characterised in that: the intermediate tub after fractionation it is close
The bottom end of contracture shear wall is supported in the preformed hole two of the contracture shear wall by telescopic steel corbel, described after fractionation
The bottom end of the close Core Walls Structure shear wall of side tub is supported in the preformed hole of the Core Walls Structure shear wall by telescopic steel corbel
In one.
4. integrally hoisting steel platform according to claim 1, it is characterised in that: described hole hole is additionally provided with removably
Flase floor.
5. integrally hoisting steel platform according to claim 1, it is characterised in that: after the frame body main body of septal area scaffold is removed
Generally span is no more than 1.5m in the width direction for the septal area of formation.
6. the construction method of the integrally hoisting steel platform for irregular wall construction, which is characterized in that steps are as follows: S1: benefit
It is located at integrally hoisting steel platform construction such as described in any one of claim 1 to 5 each below irregular wall to be poured
Layer Core Walls Structure shear wall；
S2: continuing to lift up the integrally hoisting steel platform, split septal area scaffold frame body main body and side tub, centre tub it
Between flexible connection, lift and remove the frame body main body of the septal area scaffold, build Core Walls Structure shear wall and irregular wall
Template, at least one layer of Core Walls Structure shear wall of synchronous pouring construction and the irregular wall；
S3: the outer tub removed close to irregular wall outer side to be poured supports, and dismantles close to irregular wall to be poured
Climb component and steel platform connection and translated above transposition to the irregular wall poured so that column branch of climbing
It supports in the top of the irregular wall poured, then successively completes the mixed of the irregular wall and the Core Walls Structure shear wall
Solidifying soil pouring construction.
7. construction method according to claim 6, it is characterised in that: in the step S3, remove the outer tub support
Afterwards, the steel platform is cut along the outer edge of the side tub.
8. construction method according to claim 6, it is characterised in that: in the step S3, remove close to it is to be poured not
The frame body of the outer tub support of regular wall outer side and then the telescopic steel corbel for removing outer tub support bottom.
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| CN201811316262.3A CN109457930B (en) | 2018-11-07 | 2018-11-07 | Integral lifting steel platform for irregular wall construction and construction method thereof |
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| CN201811316262.3A CN109457930B (en) | 2018-11-07 | 2018-11-07 | Integral lifting steel platform for irregular wall construction and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110939266A (en) * | 2019-12-15 | 2020-03-31 | 荆门市佰思机械科技有限公司 | Climbing system of mold overturning device |
| CN113152883A (en) * | 2021-04-27 | 2021-07-23 | 中国化学工程第十三建设有限公司 | Slip form operation platform |
| CN114109021A (en) * | 2021-12-29 | 2022-03-01 | 上海建工一建集团有限公司 | Steel platform formwork and cylinder integrated steel platform system for collecting and separating structure |
| CN114809565A (en) * | 2022-04-18 | 2022-07-29 | 中建八局第一建设有限公司 | Ultrahigh-rise core tube variable-section inclined wall hanging frame and construction method |
| CN115233960A (en) * | 2022-06-13 | 2022-10-25 | 上海建工一建集团有限公司 | Integral construction platform structure and method for increasing core tube wall in air |
| CN116771088A (en) * | 2023-08-17 | 2023-09-19 | 上海建工一建集团有限公司 | Cylinder frame deformable cylinder and column integrated integral climbing steel platform and construction method |
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