CN103967277B - Super High Core Walls Structure tilts the construction method of shear wall - Google Patents
Super High Core Walls Structure tilts the construction method of shear wall Download PDFInfo
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- CN103967277B CN103967277B CN201410217891.6A CN201410217891A CN103967277B CN 103967277 B CN103967277 B CN 103967277B CN 201410217891 A CN201410217891 A CN 201410217891A CN 103967277 B CN103967277 B CN 103967277B
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- shear wall
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Abstract
The present invention relates to a kind of Super High Core Walls Structure and tilt the construction method of shear wall, including: in top colligation the first sloping core reinforcing bar of described first stalk section；Described first sloping core template and reinforcement assembly is installed, built-in fitting is set in sloping core template；In described inner frame body, sloping core is set at described first sloping core template and props up support component；Pour the first sloping core concrete, form the first sloping core；The welding box-shaped bracket of connection end in described built-in fitting, the side of box bracket the most described connection end forms creeping formwork supporting surface, the described outer support body that vertically climbs is connected fixing to the described first oblique coping, described outer support body by firm joint device with the creeping formwork supporting surface of described box bracket.In using built-in fitting embedment sloping core, then connecting box bracket, provide attachment basis for the outer support body at sloping core, solve between outer support body and sloping core firm is connected, it is ensured that the structural strength of outer support body.And there is simple in construction, reduce difficulty of construction.
Description
Technical field
The present invention relates to the realm of building construction, a kind of Super High Core Walls Structure tilts the construction of shear wall
Method.
Background technology
In Super High Core Walls Structure is constructed, it is equipped with creeping formwork structure inside and outside Core Walls Structure, along with Core Walls Structure
Raising and climb, creeping formwork structure includes the inner frame body being located in Core Walls Structure and the outrigger being located at outside Core Walls Structure
Body, outer support body and inner frame body are all vertically arranged, and fix with the shear wall of Core Walls Structure and are connected.When in core
Cylinder high level one section of inclination shear wall is set, this inclination shear wall be located at two sections of vertical section shear walls it
Between, such creeping formwork structure needs to shrink at inclination shear wall, for work high above the ground, and should
It is relatively big that difficulty is torn down and reconstructed in the contraction of creeping formwork structure, and if creeping formwork structure need to continue vertically to climb, its with
The connection tilted between shear wall there is also difficulty.Outer support body and the distance tilted between shear wall become
Greatly, and inclination shearing face of wall is inclined-plane, uses existing attachment structure, and steadiness is poor, easily
There is potential safety hazard.It addition, tilt shear wall to need the support of horizontal structure, and Super High Core Walls Structure
In construction, horizontal structure have to be with carrying out with Core Walls Structure shear wall, so needing for tilting shear wall
Bearing diagonal is provided, increases the steadiness tilting shear wall.But, these inclination shear wall both sides are without any
Supporting construction can be set up in basis, becomes the problem tilting shear wall supporting.
Summary of the invention
It is an object of the invention to overcome the defect of prior art, it is provided that a kind of Super High Core Walls Structure tilts
The construction method of shear wall, solves existing inclination shear wall construction in the high-altitude dismounting creeping formwork structure existed
Overall construction intensity when difficulty is big, creeping formwork structural vertical climbs is difficult to ensure card and sets up supporting construction
The problems such as difficulty.
The technical scheme realizing above-mentioned purpose is:
The present invention a kind of Super High Core Walls Structure tilts the construction method of shear wall, including:
The inner frame body of the first stalk section lifting component at the first sloping core to be onstructed is removed, in
Top colligation the first sloping core reinforcing bar of described first stalk section, arranges described first oblique according to design requirement
The angle of inclination of wall reinforcing bar；
Described inner frame body and outer support body are vertically risen to the top of described first stalk section；
At described first sloping core reinforcing bar, the first sloping core template and reinforcement assembly is installed, described
In one sloping core template, built-in fitting is set, arranges at described first sloping core template tiltedly in described inner frame body
Wall props up support component；
Pouring the first sloping core concrete, form the first sloping core, the connection end of described built-in fitting exposes juxtaposition
In the described first oblique face of wall；
Temporary operating platform is built on described inner frame body；
In described first oblique coping colligation the second sloping core reinforcing bar, arrange described the according to design requirement
The angle of inclination of two sloping core reinforcing bars；
In the welding box-shaped bracket of connection end of described built-in fitting, the one of box bracket the most described connection end
Side forms creeping formwork supporting surface, the described outer support body that vertically climbs to the described first oblique coping, described outside
Support body is connected fixing by firm joint device with the creeping formwork supporting surface of described box bracket；
At described second sloping core reinforcing bar, the second sloping core template and reinforcement assembly is installed, support is set
The sloping core of described second sloping core template props up support component；
Pour the second sloping core concrete, form the second sloping core；
The first sloping core template and second when the concrete setting of described second sloping core, described in dismounting
Sloping core template.
Inner frame body lifting component at sloping core is removed, it is ensured that remaining inner frame body can continue to erect
Directly climb, in using built-in fitting embedment sloping core, then connect box bracket, for the outer support body at sloping core
Thering is provided attachment basis, solve between outer support body and sloping core firm is connected, and uses box bracket to supplement
Sloping core tilts the distance produced, it is ensured that the structural strength of outer support body.And there is simple in construction, internal frame
Body and outer support body can continue vertically to climb, and reduce difficulty of construction.It addition, prop up support component by sloping core
Support sloping core template, based on this sloping core props up the reinforcing bar platform built on support body within support component or with
It is anchored in the steel part in next layer of body of wall as brace foundation, it is ensured that the steadiness of sloping core.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Inner frame body and outer support body all include guide rail and fix the formwork support structure being connected, institute with described guide rail
Stating guide rail and be connected with described first stalk section fixing by described firm joint device, described firm joint device includes
Be fixed on described first stalk section or the connector of described box bracket and mate with described connector,
Being fixed on the hook part of described guide rail, described connector includes a pair first wings of outward-dipping bending
Plate, described hook part includes a pair second wings that are that slope inwardly bending and that mate described first wing plate
Plate, described second wing plate described first wing plate of laminating is also bolted.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Connector is anchored on described first stalk section by being anchored in the split bolt of described first stalk section
Outer surface.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Connector is fixedly welded on the creeping formwork supporting surface of described box bracket.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Sloping core props up support component and includes being fixed on support steel part and the skewed horizontal load connection at next layer of body of wall top
Many diagonal brace steel pipes between described support steel part and template to be supported, described diagonal brace steel pipe and described
It is welded and fixed by I-steel between support steel part.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Support steel part is fixed on the method for next layer of body of wall and includes:
When next layer of body of wall pours, described spacer bar is anchored in next layer of body of wall；Or
Reserved opening when next layer of wall construction, embedded U-shaped steel at described hole, by described
Support in steel part is inserted in described hole and be welded and fixed with described U-shaped steel.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, sloping core
After construction, described outer support body is vertically risen to sloping core top, remove sloping core support shuttering, in
Every first floor face of sloping core arranges the shaped steel part supporting both sides body of wall；
Colligation interim reinforcing bar platform on described inner frame body and outer support body, then at the colligation of sloping core top
Second stalk reinforcing bar；
Second stalk shuttering and reinforcement assembly are installed, stalk diagonal brace is set by described interim reinforcing bar platform
Assembly；
Pour the second stalk concrete, form the second stalk；
After concrete setting, the second stalk shuttering described in dismounting and stalk diagonal brace assembly；
Inner frame body below sloping core and outer support body are dismantled, and lifts to the second stalk and be fixed.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
The connection end of built-in fitting is steel plate, and described built-in fitting also includes that array is welded in multiple steel of described steel plate
Muscle, described Bar Anchorage is in described first sloping core, and described steel plate fits in outside described first sloping core
Surface.
Super High Core Walls Structure of the present invention tilts further improvement is that of the construction method of shear wall, described
Box bracket is oblique stationary plane with the described side being connected end connection, described oblique stationary plane and described first
The angle of inclination of sloping core is identical.
Accompanying drawing explanation
Fig. 1 is the flow chart that Super High Core Walls Structure of the present invention tilts the construction method of shear wall；
Fig. 2 is that Super High Core Walls Structure of the present invention tilts the shear wall lifting dismounting knot near sloping core component
Structure schematic diagram；
Fig. 3 is the structural representation that Super High Core Walls Structure of the present invention inclination shear wall forms the first sloping core；
Fig. 4 is the structural representation that Super High Core Walls Structure of the present invention inclination shear wall forms the second sloping core；
Fig. 5 is that Super High Core Walls Structure of the present invention tilts the built-in fitting anchored in the first sloping core in shear wall
Attachment structure schematic diagram with box bracket and firm joint device；
Fig. 6 is that Super High Core Walls Structure of the present invention tilts to use box bracket and firm joint device in shear wall
Fixing outer support body is in the structural representation of the first sloping core；
Fig. 7 is that Super High Core Walls Structure of the present invention tilts to use in shear wall the fixing outer support body of firm joint device
Structural representation in the first stalk；
Fig. 8 is the structural representation that in Super High Core Walls Structure of the present invention inclination shear wall, sloping core props up support component
Figure.
Detailed description of the invention
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that Super High Core Walls Structure of the present invention tilts the flow process of the construction method of shear wall
Figure.Super High Core Walls Structure of the present invention tilts the construction method of shear wall and solves inclination shear wall with vertical
The transition problem that shear wall is connected with creeping formwork structure, inner frame body and the outer support body of creeping formwork structure are cut in inclination
Attachment structure at power wall is, uses on internal frame side sloping core to prop up support component and carries out propping up to tilting shear wall
Protecting, outer support body continues to keep vertically climbing, and tilts between shear wall by built-in fitting and box cattle
Lower limb connects fixing, uses box bracket to supplement the distance that shear wall tilts, and this box bracket is with pre-
Being connected firmly between embedded part, it is ensured that the safety of high aerial creeping formwork structure.Inner frame body and outer support body
All can vertically climb, reduce constructing operation difficulty, use sloping core to support modular support and tilt shearing
Wall, it is ensured that tilt the steadiness of shear wall.Below in conjunction with the accompanying drawings, Super High Core Walls Structure of the present invention is inclined
The construction method of skew shearing force wall illustrates.
Refering to Fig. 1, it is shown that Super High Core Walls Structure of the present invention tilts the flow process of the construction method of shear wall
Figure.Construction method Super High Core Walls Structure of the present invention being tilted shear wall below in conjunction with Fig. 1 is said
Bright.
As it is shown in figure 1, the construction method that Super High Core Walls Structure of the present invention tilts shear wall includes:
Perform step S101, remove the component of first stalk section inner frame body at the first sloping core.
Shown in Fig. 2, in Core Walls Structure work progress, the interior outside of construction shear wall is equipped with creeping formwork structure,
This creeping formwork structure includes the inner frame body 60 being fixed on inside shear wall and is fixedly connected on outside shear wall
Outer support body 70, inner frame body 60 includes guide rail 601 and formwork support structure 602, and guide rail 601 is solid
Surely being connected to the inner side of shear wall, formwork support structure 602 includes multiple structure being stitched together
Part, component is fixing with guide rail 601 to be connected.Outer support body 70 includes guide rail 701 and formwork support structure
702, guide rail 701 is fixedly connected on the outside of shear wall, formwork support structure 702 and guide rail 701
Fixing connection.Inner frame body 60 and outer support body 70 provide operating platform, for Core Walls Structure for construction shear wall
The use of climbing of shear wall.On Super High Core Walls Structure during Construction of Inclined shear wall, first will be close to sloping core
Outer member 6021 lifting in the inner frame body 60 at place is removed, and provides space for sloping core construction.Then
Perform step S102.
Perform step S102, colligation the first sloping core reinforcing bar.Shown in Fig. 2, in the first stalk section
Colligation the first sloping core reinforcing bar 201 on 10, requires to arrange inclining of the first sloping core reinforcing bar 201 according to design
Rake angle.This first sloping core reinforcing bar 201 include vertical reinforcement, transverse steel, vertical applied force muscle,
And coupling beam stirrup, vertical reinforcement has certain angle of inclination, controls sloping core during colligation vertical reinforcement
The bending angle of root reinforcing bar and crooked place.With a determining deviation colligation fixed lateral on vertical reinforcement
Reinforcing bar, vertical applied force muscle uses flash butt welding closed stirrup.Coupling beam stirrup is fabricated to parallelogram hoop
Muscle, then fixes respectively at the transverse steel colligation connected.Then step S103 is performed.
Perform step S103, inner frame body and outer support body are vertically risen to the first stalk section.In conjunction with Fig. 3
Shown in, inner frame body 60 and outer support body 70 are vertically risen to the top of the first stalk section 10, in conjunction with
Shown in body Fig. 7, inner frame body 60 and outer support body 70 are by firm joint device 50 and the first stalk section 10
Connect fixing, Fig. 7 showing, outer support body 70 is fixed on the first stalk section by firm joint device 50
10, inner frame body 60 is identical with the attachment structure of outer support body 70, below beyond as a example by support body 70, right
The attachment structure of firm joint device 50 illustrates, and firm joint device 50 includes connector 501 and hook
Part 502, connector 501 is fixed on the outer surface of the first stalk section 503 by split bolt 803,
This split bolt 803 wears connector 501 and the first stalk section 503, is then fastened by nut
In the first stalk section 503.Connector 501 includes a pair first wing plates of outward-dipping bending
5011, that hook part 502 includes the bending that slopes inwardly and coupling a pair of the first wing plate 5,011 the
Two wing plates 5021, the second wing plate 5021 is fitted the first wing plate 5011 being bolted to connection.
Hook part 502 opposite side is connected fixing with the guide rail 701 of outer support body 70, thus by outer support body 70
It is fixed on the first stalk section 10, it is ensured that the steadiness of outer support body 70.Then step is performed
S104。
Perform step S104, the first sloping core template is installed, reinforcement assembly, sloping core prop up support component, and
Built-in fitting is set in template.Shown in Fig. 3, install the in the outside of the first sloping core reinforcing bar 201
One sloping core template 202 and reinforcement assembly, the first sloping core template 202 uses plank sheathing, reinforcement assembly
Use Screw arbor with nut at both-ends, main joist and secondary joist, use split bolt by solid to main joist and secondary joist
Due to the outside of plank sheathing, and together the plank sheathing of the first sloping core reinforcing bar 201 both sides is fixedly clamped.
When the first sloping core model sheetinstallat, for follow-up this first sloping core layer install support shaped steel part reserve
One hole, embedded U-shaped steel in hole, facilitate and be welded and fixed between follow-up and shaped steel part.In conjunction with figure
Shown in 5, arranging built-in fitting 802 in the first sloping core template, this built-in fitting 802 includes connection end,
Connection end is located at the first sloping core outer surface, except connecting the remainder in addition to end on built-in fitting 802
It is placed in the first sloping core template 202, during follow-up casting concrete, can be anchored in concrete.
As a better embodiment of the present invention, the connection end of built-in fitting 802 is steel plate, the first sloping core
After 20 are formed, steel plate is placed in the outer surface of the first sloping core 20, and built-in fitting 802 also includes that array welds
In multiple reinforcing bars of steel plate, this Bar Anchorage in the first sloping core 20, firm for built-in fitting 802
Basis is provided.Then step S105 is performed.
Perform step S105, in inner frame body, sloping core is set at the first sloping core template and props up support component.
Shown in Fig. 3, i.e. inner frame body 60 and the first sloping core template in the inner side of the first sloping core template 202
202 adjacents install sloping core and prop up support component 40, provide for the first sloping core template 202 and support, it is ensured that the
The steadiness of one sloping core template 202, forms the first sloping core 20 for follow-up casting concrete and provides support.
Shown in Fig. 8, it is shown that sloping core props up the structural representation of support component, sloping core props up support component 40 and wraps
Include support steel part 401, diagonal brace steel pipe 402 and I-steel 403, support steel part 401 and be fixed on
In first stalk section 10, as a better embodiment of the present invention, pouring formation the first stalk
During section 10, support steel part 401 is anchored in the first stalk section 10.As the present invention another relatively
Good embodiment, when the first supporting section 10 is constructed, a reserved hole, a pre-buried U in hole
Shaped steel, is then inserted in support steel part 401 in hole, and is welded and fixed with the U-shaped steel in hole,
Supporting gap between steel part 401 and hole can use flitch drift ping tight, before and after preventing from supporting steel part
Sliding.Then diagonal brace steel pipe 402 is located between supporting steel part 401 and the first sloping core template 202,
Secondary joist outside diagonal brace steel pipe 402 and the first sloping core template 202 is welded and fixed, diagonal brace steel pipe 402
Being connected fixing with supporting employing I-steel 403 between steel part 401, one end welding of I-steel 403 is solid
Due to supporting on steel part 401, then weld between the other end and the diagonal brace steel pipe 402 of I-steel 403
Connect fixing.Diagonal brace steel pipe 402 provides for the first sloping core template 202 and supports.Then step S106 is performed.
Perform step S106, pour the first sloping core concrete, form the first sloping core, the company of built-in fitting
Connect end and be exposed to the first oblique face of wall.Shown in Fig. 3, the first sloping core template 202 installs,
Support after sloping core props up support component 40 and reinforcement assembly, poured mixed in the first sloping core template 202
Solidifying soil, forms the first sloping core 20.During casting concrete, for convenience of construction, outside on support body 70
Colligation temporary supporting platform 703, this temporary supporting platform 703 facilitates concrete pouring construction.Pour
After forming the first sloping core 20, the end that connects on built-in fitting 802 is exposed to the outer surface of the first sloping core 20,
Basis is connected for follow-up affixed offer.Then step S107 is performed.
Perform step S107, inner frame body is built temporary operating platform, passes through temporary operating platform
Colligation the second sloping core reinforcing bar.Shown in Fig. 3, on inner frame body 60, build temporary operating platform,
Then in top colligation the second sloping core reinforcing bar 301 of the first sloping core 20, institute is set according to design requirement
State the angle of inclination of the second sloping core reinforcing bar.The colligation of the second sloping core reinforcing bar 301 requires and the first sloping core steel
Muscle 201 is identical.Then step S108 is performed.
Performing step S108, connect the welding box-shaped bracket of end in built-in fitting, vertically climb outer support body,
Outer support body is connected fixing by firm joint device with box bracket.Shown in Fig. 4, at built-in fitting 802
Connection end at welding box-shaped bracket 801, box bracket 801 be outer support body 70 provide connect basis.
Shown in Fig. 5, box bracket 801 includes relative oblique stationary plane 8011 and creeping formwork supporting surface
8012, oblique stationary plane 8011 is identical with the angle of inclination of the first sloping core 20, this oblique stationary plane 8011
Being welded and fixed with the connection end of built-in fitting 802, creeping formwork supporting surface 8012 provides for outer support body 70 and connects
Basis, this creeping formwork supporting surface 8012 is connected with firm joint device 50, and creeping formwork supporting surface 8012 welds
Being fixed with the connector 501 of firm joint device 50, this connector 501 includes outward-dipping bending
A pair first wing plates 5011, the hook part 502 of firm joint device 50 include slope inwardly bending and
Mating a pair second wing plates 5021 of the first wing plate 5011, the second wing plate 5021 is fitted the first wing plate
5011 and be bolted to connection.Shown in Fig. 6, the opposite side of this firm joint device 50 is with outer
The guide rail 701 of support body 70 connects fixing.Then step S109 is performed.
Perform step S109, the second sloping core template and reinforcement assembly is installed, sloping core support group is set
Part supports the second sloping core template.Shown in Fig. 4, the second sloping core template 302 is installed, in installation
Before, first the sloping core of the first sloping core template 202 is propped up support component and removes, then use steel pipe to build temporarily
Support platform, when the first sloping core 20 pours, is embedded with I-steel, then supports between I-steel
Steel pipe, uses the I-steel that steel pipe support top is pre-buried, defines temporary supporting platform.At the second sloping core steel
The second sloping core template 302 and reinforcement assembly, the second sloping core template 302 are installed in the outside of muscle 301
Using plank sheathing, reinforcement assembly uses Screw arbor with nut at both-ends, main joist and secondary joist, uses drawing spiral shell
Main joist and secondary joist are fixed on the outside of plank sheathing by bolt, and together by the second sloping core reinforcing bar 301
The plank sheathing of both sides is fixedly clamped.Sloping core is set on temporary supporting platform and props up support component, for propping up
Support the second sloping core template 302.Sloping core can also be also provided with on support body 70 outside and prop up support component.?
The hole that first sloping core 20 construction is reserved is inserted into supporting steel part 401, and this support steel part 401 is permissible
For I-steel, support steel part 401 and be located on temporary supporting platform, support and be spaced on steel part 401
Welding H-bar 403, supports between I-steel 403 and the second sloping core template 302 and connects diagonal brace steel
Pipe 402.Sloping core on outer support body 70 props up the structure of support component and supports modular construction with above-mentioned sloping core
Identical.When the second sloping core model sheetinstallat, for the follow-up shaped steel installing at this second sloping core layer and supporting
Part reserves a hole, embedded U-shaped steel in hole, facilitates and is welded and fixed between follow-up and shaped steel part.
Then step S110 is performed.
Perform step S110, pour the second sloping core concrete, form the second sloping core, concrete setting
After, remove the first sloping core template and the second sloping core template.Set the second sloping core template 302 and add
Gu assembly, install after the second sloping core template 302 both sides sloping core props up support component, in the second sloping core mould
Casting concrete in plate 302, forms the second sloping core 30.After the second sloping core 30 solidification, by first
Sloping core template and the second sloping core form removable.Thus form the sloping core structure of both sides.General Super High
The sloping core structure of building will not arrange plurality of layers, and the most integrally-built intensity cannot ensure.If
Construction sloping core is continued on second sloping core, can be with repeat the above steps, the second sloping core and outer support body 70
Between the bar connecting of anchoring can be used to fix.
After treating sloping core structure construction, outer support body 70 is vertically risen to sloping core top, remove tiltedly
The support shuttering of wall, arranges the shaped steel part supporting both sides bodies of wall in every first floor face of sloping core, and i.e. first
Sloping core 20 and the flooring support type steel part of the second sloping core 20, because being reserved with hole for this shaped steel part above
And U-shaped steel, it is welded and fixed in this shaped steel part is directly inserted in hole and in U-shaped steel, if
Also have space in hole, flitch chock can be used to stopper.
Then, colligation interim reinforcing bar platform on inner frame body 60 and outer support body 70, then at sloping core top
The stalk section reinforcing bar on colligation top, portion；Stalk shuttering and reinforcement assembly are installed, by interim reinforcing bar platform
Stalk diagonal brace assembly is set, pours stalk section concrete, form stalk；After concrete setting, tear open
Except stalk shuttering and stalk diagonal brace assembly；Again by the inner frame body 60 below sloping core and outer support body 70
Dismounting, and the stalk section lifted to top is fixed.Be further continued for upwards climbing Core Walls Structure, due to extensive
Constructing for stalk again, inner frame body 60 and outer support body 70 all can continue vertically to climb.
Super High Core Walls Structure of the present invention tilts having the beneficial effect that of the construction method of shear wall
In using built-in fitting embedment sloping core, then connect box bracket, provide for the outer support body at sloping core
Attachment basis, solve between outer support body and sloping core firm is connected, and uses box bracket to supplement sloping core
Tilt the distance produced, it is ensured that the structural strength of outer support body, and outer support body can continue vertically to climb.
Inner frame body lifting component at sloping core is removed, it is ensured that remaining inner frame body can continue to erect
Directly climb, it is ensured that while structural strength, reduce difficulty of construction.
It addition, support modular support sloping core template by sloping core, this sloping core props up within support component on support body
Based on the reinforcing bar platform built or to be anchored in the steel part in next layer of body of wall as brace foundation,
Ensure that the steadiness of sloping core.
Sloping core place storey setting has the shaped steel part of support, provides for sloping core structure and supports, it is ensured that upper strata
The construction safety of structure.
Above in association with accompanying drawing embodiment, the present invention is described in detail, ordinary skill people in this area
The present invention can be made many variations example by member according to the above description.Thus, some details in embodiment
Should not constitute limitation of the invention, the present invention by the scope that defines using appended claims as this
The protection domain of invention.
Claims (9)
1. the construction method of a Super High Core Walls Structure inclination shear wall, it is characterised in that including:
The inner frame body of the first stalk section lifting component at the first sloping core to be onstructed is removed, in
Top colligation the first sloping core reinforcing bar of described first stalk section, arranges described first oblique according to design requirement
The angle of inclination of wall reinforcing bar；
The inner frame body of the first stalk section and outer support body are vertically risen to the top of described first stalk section；
At described first sloping core reinforcing bar, the first sloping core template and reinforcement assembly is installed, described
In one sloping core template, built-in fitting is set, arranges at described first sloping core template tiltedly in described inner frame body
Wall props up support component；
Pouring the first sloping core concrete, form the first sloping core, the connection end of described built-in fitting exposes juxtaposition
In the described first oblique face of wall；
Temporary operating platform is built on described inner frame body；
In described first oblique coping colligation the second sloping core reinforcing bar, arrange described the according to design requirement
The angle of inclination of two sloping core reinforcing bars；
In the welding box-shaped bracket of connection end of described built-in fitting, the one of box bracket the most described connection end
Side forms creeping formwork supporting surface, the described outer support body that vertically climbs to the described first oblique coping, described outside
Support body is connected fixing by firm joint device with the creeping formwork supporting surface of described box bracket；
At described second sloping core reinforcing bar, the second sloping core template and reinforcement assembly is installed, support is set
The sloping core of described second sloping core template props up support component；
Pour the second sloping core concrete, form the second sloping core；
The first sloping core template and second when the concrete setting of described second sloping core, described in dismounting
Sloping core template.
2. Super High Core Walls Structure as claimed in claim 1 tilts the construction method of shear wall, and it is special
Levying and be, described inner frame body and outer support body all include guide rail and fix, with described guide rail, the template being connected
Supporting construction, described guide rail is connected fixing by described firm joint device with described first stalk section, described
Firm joint device includes being fixed on described first stalk section or the connector of described box bracket and with described
Hook part that connector mates, that be fixed on described guide rail, described connector includes outward-dipping curved
A pair first wing plates of folding, described hook part includes and slopes inwardly that bend and mate described first wing
A pair second wing plates of plate, described second wing plate described first wing plate of laminating is also bolted.
3. Super High Core Walls Structure as claimed in claim 2 tilts the construction method of shear wall, and it is special
Levying and be, described connector is anchored on described by being anchored in the split bolt of described first stalk section
The outer surface of one stalk section.
4. Super High Core Walls Structure as claimed in claim 2 tilts the construction method of shear wall, and it is special
Levying and be, described connector is fixedly welded on the creeping formwork supporting surface of described box bracket.
5. Super High Core Walls Structure as claimed in claim 1 tilts the construction method of shear wall, and it is special
Levy and be, described sloping core prop up support component include being fixed on next layer of body of wall top support steel part and
Skewed horizontal load connects many diagonal brace steel pipes between described support steel part and template to be supported, described diagonal brace
It is welded and fixed by I-steel between steel pipe and described support steel part.
6. Super High Core Walls Structure as claimed in claim 5 tilts the construction method of shear wall, and it is special
Levying and be, the method that described support steel part is fixed on next layer of body of wall includes:
When next layer of body of wall pours, described support steel part is anchored in next layer of body of wall；Or
Reserved opening when next layer of wall construction, embedded U-shaped steel at described hole, by described
Support in steel part is inserted in described hole and be welded and fixed with described U-shaped steel.
7. Super High Core Walls Structure as claimed in claim 1 tilts the construction method of shear wall, and it is special
Levy and be, after sloping core construction, described outer support body is vertically risen to sloping core top, remove sloping core
Prop up support component, the shaped steel part supporting both sides body of wall is set in every first floor face of sloping core；
Colligation interim reinforcing bar platform on described inner frame body and outer support body, then at the colligation of sloping core top
Second stalk reinforcing bar；
Second stalk shuttering and reinforcement assembly are installed, stalk diagonal brace is set by described interim reinforcing bar platform
Assembly；
Pour the second stalk concrete, form the second stalk；
After concrete setting, the second stalk shuttering described in dismounting and stalk diagonal brace assembly；
Inner frame body below sloping core and outer support body are dismantled, and lifts to the second stalk and be fixed.
8. Super High Core Walls Structure as claimed in claim 1 tilts the construction method of shear wall, and it is special
Levying and be, the connection end of described built-in fitting is steel plate, and it is described that described built-in fitting also includes that array is welded in
Multiple reinforcing bars of steel plate, described Bar Anchorage is in described first sloping core, and described steel plate fits in described
First oblique face of wall.
9. the Super High Core Walls Structure as described in claim 1 or 8 tilts the construction method of shear wall,
It is characterized in that, described box bracket with described be connected end connect side be oblique stationary plane, described tiltedly
Stationary plane is identical with the angle of inclination of described first sloping core.
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| CN105239779B (en) * | 2015-11-02 | 2017-09-05 | 杭萧钢构（安徽）有限公司 | The construction method and Core Walls Structure of Core Walls Structure |
| CN105544966B (en) * | 2016-01-29 | 2018-02-06 | 中国建筑第八工程局有限公司 | A kind of formwork reinforcement system and construction method of the fair-faced sloping core of wide-angle |
| CN105804291B (en) * | 2016-04-28 | 2017-12-22 | 中国建筑第八工程局有限公司 | Clear-water concrete sloping core interlayer transition system and its construction method |
| CN109457931B (en) * | 2018-11-07 | 2024-02-13 | 上海建工一建集团有限公司 | Cylinder frame supporting type integral steel platform suitable for inclined wall construction and construction method thereof |
| CN109457951B (en) * | 2018-11-07 | 2024-02-13 | 上海建工一建集团有限公司 | Formwork system for collecting and dividing shear wall and construction method thereof |
| CN110005203B (en) * | 2019-03-27 | 2021-02-09 | 中建三局集团有限公司 | Self-adaptive tool type inclined wall formwork supporting system and using method |
| CN113309255A (en) * | 2021-06-25 | 2021-08-27 | 中建三局第三建设工程有限责任公司 | Shear wall cantilever reinforcing structure, construction method and building construction method |
| CN113833164A (en) * | 2021-09-27 | 2021-12-24 | 中建八局第一建设有限公司 | Construction method of super high-rise core tube cone variable cross-section shear wall |
| CN114541740A (en) * | 2022-01-06 | 2022-05-27 | 上海建工一建集团有限公司 | Integral steel platform formwork equipment for inclined wall construction and construction method thereof |
| CN114703986B (en) * | 2022-04-02 | 2023-06-02 | 东莞职业技术学院 | Casting method of shear wall of high-rise stairwell |
| CN114703987B (en) * | 2022-04-02 | 2023-05-23 | 东莞职业技术学院 | High-rise shear wall casting method and high-rise stairwell casting method |
| CN115012634B (en) * | 2022-06-13 | 2023-06-02 | 上海建工一建集团有限公司 | Steel platform deformation construction structure and method for core tube inclined wall construction |
| CN115306037B (en) * | 2022-08-23 | 2024-01-16 | 中建一局集团华南建设有限公司 | Construction method of inclined core tube |
| CN115478685B (en) * | 2022-09-27 | 2024-02-23 | 上海建工一建集团有限公司 | Hanging die device for inclined wall construction and construction method thereof |
| CN115306152B (en) * | 2022-10-12 | 2022-12-16 | 上海建工一建集团有限公司 | Large-inclination-angle inclined wall folding and separating jacking type steel platform construction device and method |
| CN117166811B (en) * | 2023-11-03 | 2024-04-12 | 北京市第三建筑工程有限公司 | Support method for replacing horizontal drawknot of ultra-high layer external protection system and ultra-long diagonal bracing system |
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| CN2701974Y (en) * | 2004-07-15 | 2005-05-25 | 北京建工一建工程建设有限公司 | Truss type formwork without bolt through wall |
| KR20090004113A (en) * | 2007-07-06 | 2009-01-12 | 현대자동차주식회사 | Oil mixing proof apparatus for vehicle |
| CN201199829Y (en) * | 2008-03-30 | 2009-03-04 | 孙有芳 | All-weather tridimensional greenhouse |
| CN202577949U (en) * | 2012-05-04 | 2012-12-05 | 伟基建设集团有限公司 | Truss for supporting concrete shear wall templates and assembly structure |
| CN203361404U (en) * | 2013-05-31 | 2013-12-25 | 上海宝冶集团有限公司 | Wall body structure inclined vertically |
| CN103603494B (en) * | 2013-08-09 | 2015-11-18 | 中建四局第六建筑工程有限公司 | A kind of ultra-thin steel truss sloping core construction method and formwork structure |
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