CN106481070A - Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method - Google Patents

Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method Download PDF

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Publication number
CN106481070A
CN106481070A CN201611191690.9A CN201611191690A CN106481070A CN 106481070 A CN106481070 A CN 106481070A CN 201611191690 A CN201611191690 A CN 201611191690A CN 106481070 A CN106481070 A CN 106481070A
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CN
China
Prior art keywords
core
aluminum dipping
creeping formwork
plate
tube
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CN201611191690.9A
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Chinese (zh)
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CN106481070B (en
Inventor
郭朋朋
黄勇
刘钊
王佳庆
范伟
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中建二局第三建筑工程有限公司
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Priority to CN201611191690.9A priority Critical patent/CN106481070B/en
Publication of CN106481070A publication Critical patent/CN106481070A/en
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Publication of CN106481070B publication Critical patent/CN106481070B/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing 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

Abstract

The invention discloses a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method, the constructing structure includes to be provided for the creeping formwork that climbs and the aluminum dipping form being fixedly connected for following creeping formwork to climb jointly with creeping formwork around Core Walls Structure, creeping formwork includes inner core creeping formwork large form and outer tube creeping formwork large form, aluminum dipping form includes aluminum dipping form IC plate and aluminum dipping form side bar side plate, and inner core creeping formwork large form is combined for splicing to the inner core of Core Walls Structure with aluminum dipping form IC plate;Outer tube creeping formwork large form is combined for splicing to the outer tube of Core Walls Structure with aluminum dipping form side bar side plate;The constructing structure also includes the inner core retention mechanism for being fastened and the outer tube retention mechanism for being fastened to the binding site of outer tube creeping formwork large form and aluminum dipping form side bar side plate to the binding site of inner core creeping formwork large form and aluminum dipping form IC plate.The Super High Core Walls Structure creeping formwork that the present invention is provided and aluminum dipping form binding site constructing structure and method, can avoid faulting of slab ends mass defect, Surface Quality of Concrete height, short construction period.

Description

Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method
Technical field
The present invention relates to the realm of building construction, more particularly to Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure And method.
Background technology
In recent years, high-rise building fast development, high-rise building are designed as Reinforced Concrete Core Walls Structure structure mostly.So And, under green construction situation is advocated, core wall structure is constructed more and more employing hydraulic climbing formwork systems and aluminum alloy mould plate two The Construction Mode that person is used in combination, while the feature that the super high rise structure construction period is tight, quality requirement is high is also to construction management and control Also very big pressure is brought.Construction to binding site, traditional handicraft is dissipated using template spells mode in bulk, and assembled efficiency is low, Joining quality fully relies on operative, and binding site has the mass defects such as faulting of slab ends, and Surface Quality of Concrete is difficult to reach relatively High-quality requires that construction period cannot also meet schedule requirement.
As shown in figure 1, being deepened on assembled formwork underpinning repeatedly, it is considered to which aluminum dipping form is combined with creeping formwork, existing skill Wooden unit is installed additional to creeping formwork in art to position, the design of locating piece is made claimed below:
1st, positioning stock material is plank sheathing, a size of long 50mm, wide 50mm, thick 15mm.
When the 2nd, installing per block 4 nails of minimum nail, wall body and aluminum alloy pattern plate binding site need 4 pieces, by aluminum alloy pattern plate height all Cloth;The position that beam side plate and creeping formwork are combined needs 2 pieces, up and down each one piece.(The particular number of locating piece is according to aluminum alloy pattern plate design drawing Middle aluminum dipping form is determined with creeping formwork splicing quantity).
But, being installed additional by the way of wooden unit positioned using creeping formwork, locating piece still has faulting of slab ends phenomenon, it is impossible to meet joint portion Position Surface Quality of Concrete is required, and omits the secondary repairing of defect needs after locating piece is poured in wall column, increased extra work Cheng Liang.
Therefore, in the construction method of high-rise building Core Walls Structure binding site of the prior art, there is faulting of slab ends quality and lack Sunken, Surface Quality of Concrete difference and long construction period, are problem demanding prompt solutions.
Content of the invention
Super High Core Walls Structure creeping formwork proposed by the present invention and aluminum dipping form binding site constructing structure and method, it is intended to solve existing In the construction method of the high-rise building Core Walls Structure binding site in technology, there is faulting of slab ends mass defect, Surface Quality of Concrete Difference and the technical problem of long construction period.
According to an aspect of the present invention, a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure are provided, Including being provided for the creeping formwork for climbing and the aluminum dipping form being fixedly connected for following creeping formwork to climb jointly with creeping formwork around Core Walls Structure, climb Mould includes inner core creeping formwork large form and outer tube creeping formwork large form, and aluminum dipping form includes aluminum dipping form IC(Internal corner connector)Plate and aluminum dipping form side bar side Plate, inner core creeping formwork large form are combined for splicing to the inner core of Core Walls Structure with aluminum dipping form IC plate;Outer tube creeping formwork large form with Aluminum dipping form side bar side plate is combined for splicing to the outer tube of Core Walls Structure;Super High Core Walls Structure creeping formwork is applied with aluminum dipping form binding site Work structure also include for the inner core retention mechanism fastened by the binding site of inner core creeping formwork large form and aluminum dipping form IC plate with And the outer tube retention mechanism for being fastened to the binding site of outer tube creeping formwork large form and aluminum dipping form side bar side plate.
Further, inner core retention mechanism includes inner core securing rod, and the outside of inner core creeping formwork large form is provided with inner core admittedly Determine beam, on the lateral margin of aluminum dipping form IC plate, be correspondingly arranged on the inner core fixation wall matched with inner core fixed beam, inner core fixed beam and interior Cylinder fixation wall is mutually locked by inner core securing rod;Outer tube retention mechanism includes outer tube securing rod, the outside of outer tube creeping formwork large form Outer tube fixed beam is provided with, is correspondingly arranged on, on the lateral margin of aluminum dipping form side bar side plate, the outer tube matched with outer tube fixed beam and fixes Wall, outer tube fixed beam and outer tube fixation wall are mutually locked by outer tube securing rod.
Further, inner core retention mechanism also includes inner core support member and inner core filling member, and inner core fixed beam includes inner core Web and the inner core flange plate for being connected to inner core web two ends, are provided with inner core through through hole, on aluminum dipping form IC plate on inner core web The inner core location hole that inner core matches is correspondingly arranged on through through hole, and inner core securing rod is positioned through inner core through through hole and inner core Inner core support member is clamped between inner core creeping formwork large form and aluminum dipping form IC plate behind hole, inner core filling member is filled in inner core and climbs In space between mould large form and aluminum dipping form IC plate.
Further, inner core retention mechanism also includes the side for being arranged on inner core flange plate for preventing aluminum dipping form IC plate lateral The inner barrel template bar of deformation, the end of inner core flange plate is arranged on for fixing the inner core location-plate of aluminum dipping form IC plate and arranging It is used for adjusting the inner core of perpendicularity and flatness between inner core creeping formwork large form and aluminum dipping form IC plate in the end of inner core location-plate Adjusting rod, one end of inner barrel template bar are connected on aluminum dipping form IC plate, and the other end of inner barrel template bar is connected on inner core location-plate, Inner core adjusting rod includes inner core fixed block and the inner cylinder rotating part being flexibly connected with inner core fixed block, inner core fixed block and interior cylinder mould Lath is fixedly connected, and one end of inner cylinder rotating part is hanging, and the other end of inner cylinder rotating part is connected on aluminum dipping form IC plate.
Further, inner core aluminum dipping form backboard distracted and inner core oblique pull seat is provided with aluminum dipping form IC plate, on inner core creeping formwork large form Be provided with the inner core large form back of the body distracted, inner core oblique pull seat is used for distracted being connected with right being carried on the back distracted for inner core aluminum dipping form backboard with inner core large form Inner core creeping formwork large form is reinforced;The distracted and outer tube oblique pull seat of outer tube aluminum dipping form backboard is provided with aluminum dipping form side bar side plate, and outer tube creeping formwork is big The outer tube large form back of the body is provided with template distracted, outer tube oblique pull seat is used for carrying on the back distracted being connected by distracted for outer tube aluminum dipping form backboard with outer tube large form Connect to reinforce to outer tube creeping formwork large form.
Further, aluminum dipping form also includes aluminum dipping form WR(Interior wall wall body)Wallboard, aluminum dipping form WR wallboard are fixed with aluminum dipping form IC plate and are connected Connect.
According to a further aspect in the invention, a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site construction party are also included Method, is applied in above-mentioned Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, Super High Core Walls Structure creeping formwork and aluminium Mould binding site construction method includes step:
Binding site using inner core retention mechanism to inner core creeping formwork large form with aluminum dipping form IC plate is fastened;
Binding site using outer tube retention mechanism to outer tube creeping formwork large form with aluminum dipping form side bar side plate is fastened.
Further, inner core retention mechanism includes inner core securing rod, using inner core retention mechanism to inner core creeping formwork large form The step of being fastened with the binding site of aluminum dipping form IC plate is included:
Aluminum dipping form IC plate is assembled in the inner core fixed beam of inner core creeping formwork large form, using inner core securing rod by big for inner core creeping formwork mould The inner core fixed beam of plate is mutually locked with the inner core fixation wall of aluminum dipping form IC plate;
Outer tube retention mechanism includes outer tube securing rod, using outer tube retention mechanism to outer tube creeping formwork large form and aluminum dipping form side bar side plate Binding site include the step of fastened:
Aluminum dipping form side bar side plate is assembled in the outer tube fixed beam of outer tube creeping formwork large form, using outer tube securing rod by outer tube creeping formwork The outer tube fixed beam of large form is mutually locked with the outer tube fixation wall of aluminum dipping form side bar side plate.
Further, inner core retention mechanism also includes inner barrel template bar and inner core adjusting rod, aluminum dipping form IC plate is assembled in interior In the inner core fixed beam of cylinder creeping formwork large form, using inner core securing rod by the inner core fixed beam of inner core creeping formwork large form and aluminum dipping form IC Also include after the step of inner core fixation wall of plate is mutually locked:
By inner barrel template bar be arranged on inner core creeping formwork large form side and be connected to inner core creeping formwork large form and aluminum dipping form IC plate it Between to prevent aluminum dipping form IC plate lateral deformation;Adjusted using inner core adjusting rod vertical between inner core creeping formwork large form and aluminum dipping form IC plate Degree and flatness;
Further, inner core retention mechanism also includes inner core oblique pull seat, and inner barrel template bar is arranged on inner core creeping formwork large form Side is simultaneously connected between inner core creeping formwork large form and aluminum dipping form IC plate to prevent aluminum dipping form IC plate lateral deformation;Using inner core adjusting rod Also include after the step of adjusting the perpendicularity between inner core creeping formwork large form and aluminum dipping form IC plate and flatness:
Distracted being connected to reinforce inner core creeping formwork large form is carried on the back distracted for inner core aluminum dipping form backboard with inner core large form by inner core oblique pull seat;
Outer tube retention mechanism includes outer tube oblique pull seat, and aluminum dipping form side bar side plate is assembled in the outer tube fixed beam of outer tube creeping formwork large form On, the outer tube fixed beam of outer tube creeping formwork large form is mutually locked with the outer tube fixation wall of aluminum dipping form side bar side plate using outer tube securing rod The step of after also include:
Distracted being connected to reinforce outer tube creeping formwork large form is carried on the back distracted for outer tube aluminum dipping form backboard with outer tube large form by outer tube oblique pull seat.
The Super High Core Walls Structure creeping formwork that the present invention is provided and aluminum dipping form binding site constructing structure and method, are fastened by inner core Inner core creeping formwork large form and the binding site of aluminum dipping form IC plate are carried out fastening for mechanism and outer tube retention mechanism is big to outer tube creeping formwork Template is fastened with the binding site of aluminum dipping form side bar side plate, it is ensured that the flatness of binding site, fastness and template Reliable splicing, improves concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present invention is provided is applied with aluminum dipping form binding site Work structure and method, can be prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Description of the drawings
Fig. 1 is to install wooden unit with aluminum dipping form binding site using creeping formwork to Super High Core Walls Structure creeping formwork in prior art to carry out determining The schematic diagram of position;
Fig. 2 is the structural representation of Super High Core Walls Structure creeping formwork of the present invention and aluminum dipping form binding site constructing structure first embodiment;
Fig. 3 is the structural representation of Super High Core Walls Structure creeping formwork of the present invention and aluminum dipping form binding site constructing structure second embodiment;
Fig. 4 is the structural representation of inner core creeping formwork large form and aluminum dipping form IC plate binding site constructing structure first embodiment in Fig. 2;
Fig. 5 is the structural representation of outer tube creeping formwork large form and one embodiment of aluminum dipping form side bar side plate binding site constructing structure in Fig. 3 Figure;
Fig. 6 is the structural representation of inner core creeping formwork large form and aluminum dipping form IC plate binding site constructing structure second embodiment in Fig. 2;
Fig. 7 is the structural representation of Super High Core Walls Structure creeping formwork of the present invention and aluminum dipping form binding site constructing structure 3rd embodiment;
Fig. 8 is the schematic flow sheet of Super High Core Walls Structure creeping formwork of the present invention and aluminum dipping form binding site construction method first embodiment;
Fig. 9 is that the binding site in Fig. 8 using inner core retention mechanism to inner core creeping formwork large form with aluminum dipping form IC plate is fastened The refinement schematic flow sheet of step;
Figure 10 is that the binding site in Fig. 8 using outer tube retention mechanism to outer tube creeping formwork large form with aluminum dipping form side bar side plate is carried out tightly Solid step refinement schematic flow sheet.
Drawing reference numeral explanation:100th, locating piece;11st, inner core creeping formwork large form;12nd, outer tube creeping formwork large form;21st, aluminum dipping form IC Plate;22nd, aluminum dipping form side bar side plate;31st, inner core securing rod;111st, inner core fixed beam;211st, inner core fixation wall;32nd, outer tube securing rod; 121st, outer tube fixed beam;221st, outer tube fixation wall;41st, inner core support member;51st, inner core filling member;1111st, inner core web;1112、 Inner core flange plate;11111st, inner core runs through through hole;211st, inner core location hole;61st, inner barrel template bar;71st, inner core location-plate;81、 Inner core adjusting rod;811st, inner core fixed block;812nd, inner cylinder rotating part;23rd, WR wallboard.
The realization of the object of the invention, functional characteristics and advantage will be described further in conjunction with the embodiments referring to the drawings.
Specific embodiment
It should be appreciated that specific embodiment described herein is not intended to limit the present invention only in order to explain the present invention.
As shown in Figures 2 and 3, first embodiment of the invention proposes a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site Constructing structure, including being provided for, around Core Walls Structure, the creeping formwork for climbing and being fixedly connected for following creeping formwork to climb jointly with creeping formwork Aluminum dipping form, creeping formwork includes inner core creeping formwork large form 11 and outer tube creeping formwork large form 12, and aluminum dipping form includes aluminum dipping form IC plate 21 and aluminum dipping form side Beam side plate 22, inner core creeping formwork large form 11 are combined for splicing to the inner core of Core Walls Structure with aluminum dipping form IC plate 21;Outer tube is climbed Mould large form 12 is combined for splicing to the outer tube of Core Walls Structure with aluminum dipping form side bar side plate 22;Super High Core Walls Structure creeping formwork with Aluminum dipping form binding site constructing structure also includes to carry out tightly for the binding site to inner core creeping formwork large form 11 with aluminum dipping form IC plate 21 Solid inner core retention mechanism and fasten for the binding site to outer tube creeping formwork large form 12 with aluminum dipping form side bar side plate 22 Outer tube retention mechanism.Wherein, inner core retention mechanism and outer tube retention mechanism can adopt Screw Tightening Machines structure, it would however also be possible to employ Snapping retention mechanism, here are not limited, all within the protection domain of this patent.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, by inner core retention mechanism Binding site to inner core creeping formwork large form and aluminum dipping form IC plate carries out fastening and outer tube retention mechanism is to outer tube creeping formwork large form Fastened with the binding site of aluminum dipping form side bar side plate, it is ensured that the reliability of the flatness of binding site, fastness and template Splicing, improves concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided is constructed with aluminum dipping form binding site Structure, can be prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Preferably, as shown in Figure 4 and Figure 5, the Super High Core Walls Structure creeping formwork that the present embodiment is provided is applied with aluminum dipping form binding site Work structure, inner core retention mechanism include inner core securing rod 31, and the outside of inner core creeping formwork large form 11 is provided with inner core fixed beam It is correspondingly arranged on, on the lateral margin of 111, aluminum dipping form IC plate 21, the inner core fixation wall 211 matched with inner core fixed beam 111, inner core is fixed Beam 111 is mutually locked by inner core securing rod 31 with inner core fixation wall 211;Outer tube retention mechanism includes outer tube securing rod 32, outer tube The outside of creeping formwork large form 12 is provided with outer tube fixed beam 121, is correspondingly arranged on and outer tube on the lateral margin of aluminum dipping form side bar side plate 22 The outer tube fixation wall 221 that fixed beam 121 matches, outer tube fixed beam 121 and outer tube fixation wall 221 pass through 32 phase of outer tube securing rod Locking.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure are straight by inner core securing rod Locking and fastening inner core creeping formwork large form and aluminum dipping form IC plate is connect, and the big mould of outer tube creeping formwork is directly locked and is fastened by outer tube securing rod Plate and aluminum dipping form side bar side plate, simple structure, it is ensured that the reliable splicing of the flatness of binding site, fastness and template, carry High concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, can It is prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Specifically, as shown in Figure 5 and Figure 6, the Super High Core Walls Structure creeping formwork that the present embodiment is provided is applied with aluminum dipping form binding site Work structure, inner core retention mechanism also include inner core support member 41 and inner core filling member 51, and inner core fixed beam 111 includes inner core web 1111 and the inner core flange plate 1112 at 1111 two ends of inner core web is connected to, inner core is provided with inner core web 1111 through through hole The inner core location hole 2111 that inner core is matched through through hole 11111 is correspondingly arranged on 11111, aluminum dipping form IC plate 21, and inner core is locked It is big that inner core support member 41 is clamped to inner core creeping formwork through inner core after through hole 11111 and inner core location hole 2111 by bar 31 Between template 11 and aluminum dipping form IC plate 21, inner core filling member 51 is filled in the sky between inner core creeping formwork large form 11 and aluminum dipping form IC plate 21 In gap.Wherein, inner core fixed beam 111 and outer tube fixed beam 121 adopt wooden H-beam, and inner core support member 41 can adopt two 4.35m length and the steel pipe of a diameter of 25mm, inner core filling member 51 can adopt cranny filler of polyurethane foam, and inner core filling member 51 is along vertical Fill to insertion, it is desirable to fill uniform, closely knit and nothing hollowing phenomenon, and carry out checking and accepting.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, inner core retention mechanism are adopted Inner core securing rod, inner core support member and inner core filling member, so as to prevent aluminum dipping form IC plate and aluminum dipping form side bar side plate sidesway, it is ensured that finish The reliable splicing of flatness, fastness and the template at position is closed, improves concrete actual measurement actual quantities qualification rate.The present embodiment is provided Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, can be prevented effectively from faulting of slab ends mass defect and concrete appearance matter Amount is high, short construction period.
Alternatively, as shown in fig. 6, the Super High Core Walls Structure creeping formwork that the present embodiment is provided is tied with the construction of aluminum dipping form binding site Structure, inner core retention mechanism also include the side for being arranged on inner core flange plate 1112 for preventing in 21 lateral deformation of aluminum dipping form IC plate Cylinder mould lath 61, the end of inner core flange plate 1112 is arranged on for fixing the inner core location-plate 71, Yi Jishe of aluminum dipping form IC plate 21 Put in the end of inner core location-plate 71 for adjusting the perpendicularity between inner core creeping formwork large form 11 and aluminum dipping form IC plate 21 and smooth The inner core adjusting rod 81 of degree, one end of inner barrel template bar 61 are connected on aluminum dipping form IC plate 21, and the other end of inner barrel template bar 61 is supported It is connected on inner core location-plate 71, in inner core adjusting rod 81 is included inner core fixed block 811 and is flexibly connected with inner core fixed block 811 Cylinder revolving part 812, inner core fixed block 811 are fixedly connected with inner barrel template bar 61, and one end of inner cylinder rotating part 812 is hanging, inner core The other end of revolving part 812 is connected on aluminum dipping form IC plate 21.Wherein, in the present embodiment, inner core adjusting rod 81 can be used in right Half flower basket bolt for cutting.Inner core adjusting rod 81 is fixedly welded on inner core location-plate 71.Inner barrel template bar 61 is covered using 18mm Film glued board.Inner core location-plate 71 adopts 12# channel-section steel.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, anti-using inner barrel template bar Only aluminum dipping form IC plate lateral deformation, adjusted using inner core adjusting rod perpendicularity between inner core creeping formwork large form and aluminum dipping form IC plate and Flatness, so as to prevent aluminum dipping form IC plate and aluminum dipping form side bar side plate sidesway, it is ensured that the flatness of binding site, fastness and mould The reliable splicing of plate, improves concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided is combined with aluminum dipping form Position constructing structure, can be prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Alternatively, the present embodiment is provided Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, aluminum dipping form IC plate It is provided with 21 that inner core aluminum dipping form backboard is distracted and inner core oblique pull seat, it is distracted to be provided with the inner core large form back of the body on inner core creeping formwork large form 11, Inner core oblique pull seat is used for carrying on the back distracted being connected to reinforce inner core creeping formwork large form 11 by distracted for inner core aluminum dipping form backboard with inner core large form; The distracted and outer tube oblique pull seat of outer tube aluminum dipping form backboard is provided with aluminum dipping form side bar side plate 22, is provided with outer tube big on outer tube creeping formwork large form The template back of the body is distracted, and outer tube oblique pull seat is used for carrying on the back distracted being connected with to the big mould of outer tube creeping formwork by distracted for outer tube aluminum dipping form backboard with outer tube large form Plate 12 is reinforced.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, will using inner core oblique pull seat Inner core aluminum dipping form backboard is distracted to carry on the back distracted being connected to reinforce to inner core creeping formwork large form with inner core large form;Will be outer using outer tube oblique pull seat Cylinder aluminum dipping form backboard is distracted to carry on the back distracted being connected to reinforce, so as to prevent aluminum dipping form IC plate and aluminium to outer tube creeping formwork large form with outer tube large form Mould side bar side plate sidesway, it is ensured that the reliable splicing of the flatness of binding site, fastness and template, improves concrete actual measurement real Amount qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, can be prevented effectively from faulting of slab ends Mass defect and Surface Quality of Concrete height, short construction period.
Further, as shown in fig. 7, the Super High Core Walls Structure creeping formwork that the present embodiment is provided is tied with the construction of aluminum dipping form binding site Structure, aluminum dipping form 20 also include aluminum dipping form WR wallboard 23, and aluminum dipping form WR wallboard 23 is fixedly connected with aluminum dipping form IC plate 21.
Further, as shown in figure 8, the Super High Core Walls Structure creeping formwork that the present embodiment is also provided is constructed with aluminum dipping form binding site Method, is applied in above-mentioned Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, in the present embodiment, Super High Core Walls Structure creeping formwork includes step with aluminum dipping form binding site construction method:
Step S100, the binding site of inner core creeping formwork large form and aluminum dipping form IC plate is fastened using inner core retention mechanism.
Step S200, the binding site of outer tube creeping formwork large form and aluminum dipping form side bar side plate is carried out using outer tube retention mechanism Fastening.
Inner core retention mechanism and outer tube retention mechanism can adopt Screw Tightening Machines structure, it would however also be possible to employ snapping fastening machine Structure, here are not limited, all within the protection domain of this patent.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method, by inner core retention mechanism Binding site to inner core creeping formwork large form and aluminum dipping form IC plate carries out fastening and outer tube retention mechanism is to outer tube creeping formwork large form Fastened with the binding site of aluminum dipping form side bar side plate, it is ensured that the reliability of the flatness of binding site, fastness and template Splicing, improves concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present invention is provided and aluminum dipping form binding site construction party Method, can be prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Preferably, as shown in Figure 9 and Figure 10, the Super High Core Walls Structure creeping formwork that the present embodiment is also provided and aluminum dipping form binding site Construction method, on the basis of first embodiment, inner core retention mechanism includes inner core securing rod, and step S100 includes:
Step S110, aluminum dipping form IC plate is assembled in the inner core fixed beam of inner core creeping formwork large form, will be interior using inner core securing rod The inner core fixed beam of cylinder creeping formwork large form is mutually locked with the inner core fixation wall of aluminum dipping form IC plate.
Step S200 includes:
Step S210, aluminum dipping form side bar side plate is assembled in the outer tube fixed beam of outer tube creeping formwork large form, using outer tube securing rod The outer tube fixed beam of outer tube creeping formwork large form is mutually locked with the outer tube fixation wall of aluminum dipping form side bar side plate.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method are straight by inner core securing rod Locking and fastening inner core creeping formwork large form and aluminum dipping form IC plate is connect, and the big mould of outer tube creeping formwork is directly locked and is fastened by outer tube securing rod Plate and aluminum dipping form side bar side plate, simple structure, it is ensured that the reliable splicing of the flatness of binding site, fastness and template, carry High concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method, can It is prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Preferably, as shown in figure 9, the Super High Core Walls Structure creeping formwork that also provides of the present embodiment and aluminum dipping form binding site construction party Method, also includes after step S110 step:
Step S120, inner barrel template bar is arranged on the side of inner core creeping formwork large form and is connected to inner core creeping formwork large form and aluminium To prevent aluminum dipping form IC plate lateral deformation between mould IC plate;Using inner core adjusting rod adjust inner core creeping formwork large form and aluminum dipping form IC plate it Between perpendicularity and flatness.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method, inner barrel template bar is arranged In the side of inner core creeping formwork large form and it is connected to prevent aluminum dipping form IC plate lateral between inner core creeping formwork large form and aluminum dipping form IC plate Deformation;Perpendicularity and the flatness between inner core creeping formwork large form and aluminum dipping form IC plate is adjusted using inner core adjusting rod, so as to prevent Aluminum dipping form IC plate and aluminum dipping form side bar side plate sidesway, it is ensured that the reliable splicing of the flatness of binding site, fastness and template, carry High concrete actual measurement actual quantities qualification rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site constructing structure, can It is prevented effectively from faulting of slab ends mass defect and Surface Quality of Concrete height, short construction period.
Further, as shown in Figure 9 and Figure 10, the Super High Core Walls Structure creeping formwork that the present embodiment is also provided and aluminum dipping form joint portion Position construction method,
Also include after step S120 step:
Step S130, by inner core oblique pull seat by distracted for inner core aluminum dipping form backboard carry on the back with inner core large form distracted be connected to reinforce inner core climb Mould large form.
Also include after step S210 step:
Step S220, by outer tube oblique pull seat by distracted for outer tube aluminum dipping form backboard carry on the back with outer tube large form distracted be connected to reinforce outer tube climb Mould large form.
The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method, will by inner core oblique pull seat Inner core aluminum dipping form backboard is distracted to carry on the back distracted being connected to reinforce inner core creeping formwork large form with inner core large form;By outer tube oblique pull seat by outer tube Aluminum dipping form backboard is distracted, and the back of the body is distracted with outer tube large form is connected to reinforce outer tube creeping formwork large form, so as to prevent aluminum dipping form IC plate and aluminum dipping form side Beam side plate sidesway, it is ensured that the reliable splicing of the flatness of binding site, fastness and template, improves concrete actual measurement actual quantities and closes Lattice rate.The Super High Core Walls Structure creeping formwork that the present embodiment is provided and aluminum dipping form binding site construction method, can be prevented effectively from faulting of slab ends quality Defect and Surface Quality of Concrete height, short construction period.
The preferred embodiments of the present invention are these are only, the scope of the claims of the present invention is not thereby limited, every using this Equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills Art field, is included within the scope of the present invention.

Claims (10)

1. a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, it is characterised in that include to set around Core Walls Structure Put the creeping formwork for climbing and the aluminum dipping form for following the creeping formwork to climb jointly, the creeping formwork bag is fixedly connected with the creeping formwork Include inner core creeping formwork large form(11)With outer tube creeping formwork large form(12), the aluminum dipping form includes aluminum dipping form IC plate(21)With aluminum dipping form side bar side Plate(22), the inner core creeping formwork large form(11)With the aluminum dipping form IC plate(21)Combine for entering to the inner core of the Core Walls Structure Row splicing;The outer tube creeping formwork large form(12)With the aluminum dipping form side bar side plate(22)Combine for the outer of the Core Walls Structure Cylinder is spliced;The Super High Core Walls Structure creeping formwork is also included for the inner core creeping formwork with aluminum dipping form binding site constructing structure Large form(11)With the aluminum dipping form IC plate(21)The inner core retention mechanism that fastened of binding site and for described outer Cylinder creeping formwork large form(12)With the aluminum dipping form side bar side plate(22)The outer tube retention mechanism that fastened of binding site.
2. Super High Core Walls Structure creeping formwork according to claim 1 and aluminum dipping form binding site constructing structure, it is characterised in that
The inner core retention mechanism includes inner core securing rod(31), the inner core creeping formwork large form(11)Outside be provided with inner core Fixed beam(111), the aluminum dipping form IC plate(21)Lateral margin on be correspondingly arranged on and the inner core fixed beam(111)Matched is interior Cylinder fixation wall(211), the inner core fixed beam(111)With the inner core fixation wall(211)By the inner core securing rod(31) Mutually lock;The outer tube retention mechanism includes outer tube securing rod(32), the outer tube creeping formwork large form(12)Outside be provided with Outer tube fixed beam(121), the aluminum dipping form side bar side plate(22)Lateral margin on be correspondingly arranged on and the outer tube fixed beam(121)Phase The outer tube fixation wall of coupling(221), the outer tube fixed beam(121)With the outer tube fixation wall(221)Locked by the outer tube Fixed pole(32)Mutually lock.
3. Super High Core Walls Structure creeping formwork according to claim 2 and aluminum dipping form binding site constructing structure, it is characterised in that
The inner core retention mechanism also includes inner core support member(41)With inner core filling member(51), the inner core fixed beam(111) Including inner core web(1111)Be connected to the inner core web(1111)The inner core flange plate at two ends(1112), the inner core abdomen Plate(1111)On be provided with inner core through through hole(11111), the aluminum dipping form IC plate(21)On be correspondingly arranged on the inner core and run through Through hole(11111)The inner core location hole for matching(2111), the inner core securing rod(31)Run through through hole through the inner core (11111)With the inner core location hole(2111)Afterwards by the inner core support member(41)It is clamped to the big mould of the inner core creeping formwork Plate(11)With the aluminum dipping form IC plate(21)Between, the inner core filling member(51)It is filled in the inner core creeping formwork large form(11)With The aluminum dipping form IC plate(21)Between space in.
4. Super High Core Walls Structure creeping formwork according to claim 3 and aluminum dipping form binding site constructing structure, it is characterised in that
The inner core retention mechanism also includes to be arranged on the inner core flange plate(1112)Side be used for prevent the aluminum dipping form IC Plate(21)The inner barrel template bar of lateral deformation(61), be arranged on the inner core flange plate(1112)End be used for fix the aluminium Mould IC plate(21)Inner core location-plate(71), and be arranged on the inner core location-plate(71)End be used for adjust the inner core Creeping formwork large form(11)With the aluminum dipping form IC plate(21)Between perpendicularity and flatness inner core adjusting rod(81), the inner core Template bar(61)One end be connected to the aluminum dipping form IC plate(21)On, the inner barrel template bar(61)The other end be connected to described Inner core location-plate(71)On, the inner core adjusting rod(81)Including inner core fixed block(811)And with the inner core fixed block(811) The inner cylinder rotating part of flexible connection(812), the inner core fixed block(811)With the inner core location-plate(71)It is fixedly connected, institute State inner cylinder rotating part(812)One end hanging, the inner cylinder rotating part(812)The other end be connected to the aluminum dipping form IC plate(21) On.
5. Super High Core Walls Structure creeping formwork according to claim 4 and aluminum dipping form binding site constructing structure, it is characterised in that
The aluminum dipping form IC plate(21)On be provided with that inner core aluminum dipping form backboard is distracted and inner core oblique pull seat, the inner core creeping formwork large form(11) On be provided with that the inner core large form back of the body is distracted, the inner core oblique pull seat is used for distracted for the inner core aluminum dipping form backboard and described inner core large form The back of the body is distracted to be connected with to the inner core creeping formwork large form(11)Reinforce;The aluminum dipping form side bar side plate(22)On be provided with outer tube aluminum dipping form The distracted and outer tube oblique pull seat of backboard, the outer tube creeping formwork large form(12)On be provided with outer tube large form carry on the back distracted, the outer tube oblique pull Seat is used for carrying on the back distracted being connected with to the outer tube creeping formwork large form by distracted for the outer tube aluminum dipping form backboard with the outer tube large form (12)Reinforce.
6. Super High Core Walls Structure creeping formwork according to claim 1 and aluminum dipping form binding site constructing structure, it is characterised in that
The aluminum dipping form(20)Also include aluminum dipping form WR wallboard(23), the aluminum dipping form WR wallboard(23)With the aluminum dipping form IC plate(21)Fixing Connection.
7. a kind of Super High Core Walls Structure creeping formwork and aluminum dipping form binding site construction method, are applied to the institute of any one of claim 1 to 6 State in Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure, the Super High Core Walls Structure creeping formwork and aluminum dipping form binding site Construction method includes step:
Binding site using inner core retention mechanism to inner core creeping formwork large form with aluminum dipping form IC plate is fastened;
Binding site using outer tube retention mechanism to outer tube creeping formwork large form with aluminum dipping form side bar side plate is fastened.
8. Super High Core Walls Structure creeping formwork according to claim 7 and aluminum dipping form binding site construction method, it is characterised in that
The inner core retention mechanism includes inner core securing rod, and the employing inner core retention mechanism is to inner core creeping formwork large form and aluminum dipping form The step of binding site of IC plate is fastened includes:
The aluminum dipping form IC plate is assembled in the inner core fixed beam of the inner core creeping formwork large form, will using the inner core securing rod The inner core fixed beam of the inner core creeping formwork large form is mutually locked with the inner core fixation wall of the aluminum dipping form IC plate;
The outer tube retention mechanism includes outer tube securing rod, and the employing outer tube retention mechanism is to outer tube creeping formwork large form and aluminum dipping form The step of binding site of side bar side plate is fastened includes:
The aluminum dipping form side bar side plate is assembled in the outer tube fixed beam of the outer tube creeping formwork large form, is locked using the outer tube The outer tube fixed beam of the outer tube creeping formwork large form is mutually locked by bar with the outer tube fixation wall of the aluminum dipping form side bar side plate.
9. Super High Core Walls Structure creeping formwork according to claim 8 and aluminum dipping form binding site construction method, it is characterised in that
The inner core retention mechanism also includes inner barrel template bar and inner core adjusting rod, described the aluminum dipping form IC plate is assembled in described In the inner core fixed beam of inner core creeping formwork large form, using the inner core securing rod by the inner core of the inner core creeping formwork large form Also include after the step of fixed beam is mutually locked with the inner core fixation wall of the aluminum dipping form IC plate:
Inner barrel template bar is arranged on the side of the inner core creeping formwork large form and is connected to the inner core creeping formwork large form and institute State to prevent aluminum dipping form IC plate lateral deformation between aluminum dipping form IC plate;The inner core creeping formwork large form is adjusted using the inner core adjusting rod With the perpendicularity between the aluminum dipping form IC plate and flatness.
10. Super High Core Walls Structure creeping formwork according to claim 9 and aluminum dipping form binding site construction method, it is characterised in that
The inner core retention mechanism also includes inner core oblique pull seat, described inner barrel template bar is arranged on the inner core creeping formwork large form Side and be connected between the inner core creeping formwork large form and the aluminum dipping form IC plate to prevent aluminum dipping form IC plate lateral deformation;Utilize The step of inner core adjusting rod adjusts the perpendicularity between the inner core creeping formwork large form and the aluminum dipping form IC plate and flatness Also include afterwards:
By inner core oblique pull seat by distracted for inner core aluminum dipping form backboard carry on the back with inner core large form distracted be connected big to reinforce the inner core creeping formwork Template;
The outer tube retention mechanism includes outer tube oblique pull seat, and described that the aluminum dipping form side bar side plate is assembled in the outer tube creeping formwork is big In the outer tube fixed beam of template, using the outer tube securing rod by the outer tube fixed beam of the outer tube creeping formwork large form and the aluminium Also include after the step of outer tube fixation wall of mould side bar side plate is mutually locked:
By the outer tube oblique pull seat by distracted for outer tube aluminum dipping form backboard carry on the back with outer tube large form distracted be connected to reinforce the outer tube climb Mould large form.
CN201611191690.9A 2016-12-21 2016-12-21 Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method CN106481070B (en)

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CN202090591U (en) * 2010-07-27 2011-12-28 江苏和平建设集团有限公司 Lift type climbing formwork of building operations
CN203603459U (en) * 2013-11-27 2014-05-21 中国建筑第六工程局有限公司 Stabilizing device for creeping formwork system
CN104131703A (en) * 2014-05-16 2014-11-05 中国建筑第四工程局有限公司 Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork
CN104314304A (en) * 2014-10-23 2015-01-28 中建三局第一建设工程有限责任公司 Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system
CN105019657A (en) * 2015-08-07 2015-11-04 俊川建筑科技有限公司 Building construction system
CN205171995U (en) * 2015-04-24 2016-04-20 中国建筑第八工程局有限公司 Creeping formwork load component switching structure of a core section of thick bamboo
CN205171996U (en) * 2015-10-13 2016-04-20 平煤神马建工集团有限公司 Module system is put forward all to a control tower core section of thick bamboo
CN206309015U (en) * 2016-12-21 2017-07-07 中建二局第三建筑工程有限公司 Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202090591U (en) * 2010-07-27 2011-12-28 江苏和平建设集团有限公司 Lift type climbing formwork of building operations
CN203603459U (en) * 2013-11-27 2014-05-21 中国建筑第六工程局有限公司 Stabilizing device for creeping formwork system
CN104131703A (en) * 2014-05-16 2014-11-05 中国建筑第四工程局有限公司 Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork
CN104314304A (en) * 2014-10-23 2015-01-28 中建三局第一建设工程有限责任公司 Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system
CN205171995U (en) * 2015-04-24 2016-04-20 中国建筑第八工程局有限公司 Creeping formwork load component switching structure of a core section of thick bamboo
CN105019657A (en) * 2015-08-07 2015-11-04 俊川建筑科技有限公司 Building construction system
CN205171996U (en) * 2015-10-13 2016-04-20 平煤神马建工集团有限公司 Module system is put forward all to a control tower core section of thick bamboo
CN206309015U (en) * 2016-12-21 2017-07-07 中建二局第三建筑工程有限公司 Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure

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