CN106968434A - A kind of template bottom reinforcement means and its reinforcing device of use - Google Patents

A kind of template bottom reinforcement means and its reinforcing device of use Download PDF

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Publication number
CN106968434A
CN106968434A CN201710224757.2A CN201710224757A CN106968434A CN 106968434 A CN106968434 A CN 106968434A CN 201710224757 A CN201710224757 A CN 201710224757A CN 106968434 A CN106968434 A CN 106968434A
Authority
CN
China
Prior art keywords
flitch
support
nut
reinforcing device
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710224757.2A
Other languages
Chinese (zh)
Inventor
张佳盛
赵冰春
钟佳
蔡加超
吴开纳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Fourth Bureau Third Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau Third Construction Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Fourth Bureau Third Construction Engineering Co Ltd filed Critical China Construction Fourth Bureau Third Construction Engineering Co Ltd
Priority to CN201710224757.2A priority Critical patent/CN106968434A/en
Publication of CN106968434A publication Critical patent/CN106968434A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0657Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable

Abstract

The invention discloses a kind of template bottom reinforcement means and its reinforcing device of use, this method passes through the strong point of the pre-buried Screw arbor with nut at both-ends (2) in shear wall (11) as temporary support flitch (12), (4) are supportted with horizontal flitch to support as the bottom of temporary support flitch (12), and by moving up and down reinforcing device, so that flitch support (4) is in sustained height, so as to ensure that the temporary support flitch (12) in flitch support (4) may be at horizontality, its stress is also just uniform;Temporary support flitch (12) side is hooked by rotating flitch reinforcing frame (6), flitch reinforcing frame (6) is clasped with butterfly button (7) two ends, tightened by nut, give temporary support flitch (12) side one pressure inwards, temporary support flitch (12) is in stable, firm state.The reinforcing device is easy to process, quick for installation, reusable, lightweight, construction quality is good.

Description

A kind of template bottom reinforcement means and its reinforcing device of use
Technical field
The present invention relates to technical field of building construction, and in particular to the reinforcing of a kind of template bottom reinforcement means and its use Device.
Background technology
A kind of common structure form in the urban skyscraper that shear wall structure has turned into, in shear wall exterior wall and stair one The problems such as easily there is larger flatness, perpendicularity deviation, concrete faulting of slab ends after the position shaping of side joint stubble.Shear wall exterior wall and stair The traditional mold method in one side joint stubble position is to have completed Screw arbor with nut at both-ends on wall using lower floor or reinforcing bar is worn in its hole, and Pad sets flitch on screw rod or reinforcing bar, as the temporary support of template, is then equipped with Screw arbor with nut at both-ends, the lumps of wood, steel pipe etc. and template is entered Row is reinforced.This conventional method mainly uses screw rod or reinforcing bar on wall as the temporary support flitch below template Support, but it can not cause flitch to be in level, the state of stable and uniform force, the support effect not had.
The content of the invention
In order to overcome temporary support flitch can not be caused to be in level, the state of stable and uniform force in the prior art, The support effect problem good to template is not had, it is an object of the invention to provide a kind of template bottom reinforcement means and its use Reinforcing device, is supported and reinforces to temporary support flitch, temporary support flitch is in level, stable state.
What the present invention was realized in:
The method of the present invention uses a kind of reinforcing device, and temporary support wood is used as by pre-buried Screw arbor with nut at both-ends in shear wall The strong point of side, is supportted with horizontal flitch and is supported as the bottom of temporary support flitch, and by moving up and down reinforcing device so that wood Side's support is in sustained height, so as to ensure that the temporary support flitch in flitch support may be at horizontality, its stress is also with regard to It is even;Temporary support flitch side is hooked by rotating flitch reinforcing frame, flitch reinforcing frame is clasped with butterfly button two ends, passes through nut Tighten, give temporary support flitch side one pressure inwards, temporary support flitch is in stable, firm state.
This template bottom reinforcing device of the present invention includes patch wall fixed part, flitch support section and flitch lateral reinforcement Part, patch wall fixed part includes Screw arbor with nut at both-ends, nut and patch wall support, and the Screw arbor with nut at both-ends being embedded in shear wall is passed through into patch wall Screw slot in support, base moves up and down that reinforcing device makes flitch support and the good horizontal control lines of bullet are flushed on wall under, stubborn Reinforcing device is fixed on wall by tight first nut;Flitch support section is supportted including flitch, and upper vertical rigid connection is supportted with patch wall, It is used as the lower support face of flitch;Flitch lateral stiffened section includes base, rotary shaft, flitch reinforcing frame, butterfly button and nut, Base is reinforced frame bottom by rotary shaft and flitch and linked together, flitch is fixed with patch wall support lower vertical rigid connection, base Frame is rotated around rotary shaft is hooked temporary support flitch side, sets butterfly button bit and puts, its both ends horizontal is clasped fixed frame, tighten Second nut.
The bottom bracing of temporary support flitch one and side, which are reinforced, makes the stable side for being fixed on shear wall of flitch, so interim The supporting surface progress template that support flitch upper surface can serve as template, steel pipe and flitch is set up.
Compared with prior art, the reinforcing device is easy to process, quick for installation, reusable, lightweight, construction quality It is good.
Brief description of the drawings
Fig. 1 is that this uses new schematic three dimensional views;
Fig. 2 is that this uses new installation diagrammatic cross-section.
Description of reference numerals:1- patch wall supports, 2- Screw arbor with nut at both-ends, the nuts of 3- first, the support of 4- flitches, 5- rotary shafts, 6- flitches Reinforcing frame, 7- butterfly buttons, the nuts of 8- second, 9- bases, 10- screw slots, 11- shear walls, 12- temporary support flitches.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1:
As depicted in figs. 1 and 2, the present invention includes patch wall fixed part, flitch support section and flitch lateral stiffened section, Pasting wall fixed part includes Screw arbor with nut at both-ends 2, the first nut 3 and patch wall support 1, and Screw arbor with nut at both-ends 2 is embedded in shear wall 11 and passed through Paste wall support 1;Flitch support section includes flitch support 4, and flitch support 4 supports 1 upper vertical rigid connection with patch wall, is used as the bottom of flitch Supporting surface;Flitch lateral stiffened section includes base 9, rotary shaft 5, flitch reinforcing frame 6, the nut 8 of butterfly button 7 and second, base 9 1 lower vertical rigid connection is supportted with patch wall, base 9 is linked together by rotary shaft 5 with the bottom of flitch reinforcing frame 6;Flitch reinforcing frame 6 Rotated around rotary shaft 5 and be hooked the side of temporary support flitch 12.The reinforcing device is fixed by Screw arbor with nut at both-ends 2 and first nut 3 On shear wall.
Patch wall support 1 is the thick iron plates of one piece of about 3mm, and there are a vertical screw slot 10,10 liang of vertical edges of screw slot in centre Play certain radian to support or oppose metope (patch wall supports the reverse side of 1 wall covering surface) protrusion, the support 1 of patch wall is solid by the nut 3 of Screw arbor with nut at both-ends 2 and first It is scheduled on shear wall 11;Flitch support 4 is integral with patch wall support 1, and horizontal vertical forms " 7 " font, passed through in patch wall support 1 Regularization Mold Making;Base 9 is the bottom of reinforcing device, and horizontal vertical is firm with patch wall support 1 in patch wall support 1 (parallel flitch support 4) Connect;Flitch reinforcing frame 6 is connected by rotary shaft 5 with base 9, and the side of temporary support flitch 12 is hooked by rotating flitch reinforcing frame 6 Face, flitch reinforcing frame 6 is clasped with the two ends of butterfly button 7, tightens the second nut 8, to the side of temporary support flitch 23 one inwards Pressure.
" door " font that flitch reinforcing frame 6 is closed as top, a circle is respectively opened in the lower end of flitch reinforcing frame 6 in same position Hole;" door " font that base 9 is closed also like top, horizontal vertical supports 1 bottom in patch wall, and rigid connection is opened into an entirety in base 9 Mouthful two ends same position can one with the circular holes of formed objects on flitch reinforcing frame 6, rotary shaft 5 passes through circular hole by base 9 and wood Square reinforcing frame 6 is linked together, and respectively there is a rounded cap at the two ends of rotary shaft 5, and flitch reinforcing frame 6 can be rotated around rotary shaft 5.Flitch Reinforcing frame 6 abuts against flitch lateral surface by butterfly button 7, Screw arbor with nut at both-ends 2 and nut 8.
The present invention is implemented:
As shown in Fig. 2 it is same as the prior art be all be (existing by having completed the pre-buried Screw arbor with nut at both-ends 2 of shear wall 11 Have technology can also be reinforcing bar) as the strong point of temporary support flitch 12, but the present invention supports 4 as interim with horizontal flitch Support the bottom support of flitch 12 to replace surface irregularity, rugged Screw arbor with nut at both-ends or the reinforcing bar of prior art, and lead to Cross and move up and down reinforcing device so that flitch support 4 is in sustained height, so as to ensure the temporary support flitch in horizontal flitch support 4 12 may be at horizontality, and its stress is also just uniform;The side of temporary support flitch 12 is hooked by rotating flitch reinforcing frame 6, Flitch reinforcing frame 6 is clasped with the two ends of butterfly button 7, the second nut 8 is tightened, gives the side of temporary support flitch 12 one pressure inwards Power, makes temporary support flitch 12 be in stable, firm state.
Certainly, it is the concrete application example of the present invention above, the present invention also has other embodiments, all using equivalent Replacement or the technical scheme of equivalent transformation formation, all fall within protection domain of the presently claimed invention.

Claims (7)

1. a kind of template bottom reinforcement means, it is characterised in that:This method uses a kind of reinforcing device, by shear wall (11) Pre-buried Screw arbor with nut at both-ends (2) is used as temporary support flitch as the strong point of temporary support flitch (12) with horizontal flitch support (4) (12) bottom support, and by moving up and down reinforcing device so that flitch support (4) is in sustained height, so as to ensure that flitch is supportted (4) the temporary support flitch (12) on may be at horizontality, and its stress is also just uniform;By rotating flitch reinforcing frame (6) Temporary support flitch (12) side is hooked, flitch reinforcing frame (6) is clasped with butterfly button (7) two ends, is tightened by nut, to interim One pressure inwards in flitch (12) side is supported, temporary support flitch (12) is in stable, firm state.
2. a kind of template bottom reinforcing device, it is characterised in that:Add including patch wall fixed part, flitch support section and flitch side Gu part, patch wall fixed part includes Screw arbor with nut at both-ends (2), the first nut (3) and patch wall support (1), Screw arbor with nut at both-ends (2), which is embedded in, to be cut (1) is supportted in power wall (11) and through patch wall;Flitch support section includes flitch support (4), and flitch support (4) is with pasting in wall support (1) The vertical rigid connection in portion, is used as the lower support face of flitch;Flitch lateral stiffened section includes base (9), rotary shaft (5), flitch and added Gu frame (6), butterfly buckle (7) and the second nut (8), base (9) and patch wall support (1) lower vertical rigid connection, base (9) is by rotating Axle (5) links together with flitch reinforcing frame (6) bottom;Flitch reinforcing frame (6) is rotated around rotary shaft (5) is hooked temporary support wood Side (12) side.
3. template bottom according to claim 2 reinforcing device, it is characterised in that:The reinforcing device is by Screw arbor with nut at both-ends (2) It is fixed on the first nut (3) on shear wall (11).
4. template bottom according to claim 2 reinforcing device, it is characterised in that:Have in the middle of patch wall support (1) one it is vertical Screw slot (10), Screw arbor with nut at both-ends (2) is in patch wall support (1) through the screw slot (10), the vertical edges starting the arc of screw slot (10) two Spend metope protrusion of supporting or opposing.
5. template bottom according to claim 2 reinforcing device, it is characterised in that:The flitch support (4) is supportted on (1) with patch wall Portion's rigid connection turns into an entirety, and the flitch support (4) passes through regularization Mold Making with patch wall support (1).
6. template bottom according to claim 2 reinforcing device, it is characterised in that:The rotary shaft (5) is reinforced through flitch The circular hole overlapped on frame (6) and base (9) binding site links together base (9) and flitch reinforcing frame (6), rotary shaft (5) respectively there is a rounded cap for playing position-limiting action at two ends, and flitch reinforcing frame (6) can be rotated around rotary shaft (5).
7. template bottom according to claim 2 reinforcing device, it is characterised in that:Flitch reinforcing frame (6) passes through butterfly button (7), Screw arbor with nut at both-ends (2) and the second nut (8) abut against the lateral surface of temporary support flitch (12).
CN201710224757.2A 2017-04-07 2017-04-07 A kind of template bottom reinforcement means and its reinforcing device of use Pending CN106968434A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710224757.2A CN106968434A (en) 2017-04-07 2017-04-07 A kind of template bottom reinforcement means and its reinforcing device of use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710224757.2A CN106968434A (en) 2017-04-07 2017-04-07 A kind of template bottom reinforcement means and its reinforcing device of use

Publications (1)

Publication Number Publication Date
CN106968434A true CN106968434A (en) 2017-07-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537877A (en) * 2018-10-26 2019-03-29 中国建筑第八工程局有限公司 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1246394A (en) * 1958-12-01 1960-11-18 Formwork plate for buildings, in particular for concrete, with reinforcement at the corners and on the edges, and method of manufacturing this plate
CN2037764U (en) * 1988-10-10 1989-05-17 云南省第九建筑工程公司 Mesh type architectural shuttering
JPH09177319A (en) * 1995-12-27 1997-07-08 Maeda Corp Form for blockout part
CN2273746Y (en) * 1996-05-10 1998-02-04 杨春明 Non-column supporting apparatus for shuttering for on-side making concrete products
CN203008363U (en) * 2012-11-28 2013-06-19 深圳市鹏城建筑集团有限公司 Device for fixing root part of outer wall template
CN204139608U (en) * 2014-09-12 2015-02-04 中天建设集团有限公司 A kind of outer shear wall interlayer formwork backing instrument
CN204199680U (en) * 2014-09-05 2015-03-11 中天建设集团有限公司 A kind of support preventing exterior sheathing seam faulting of slab ends
CN204326525U (en) * 2014-12-18 2015-05-13 浙江展诚建设集团股份有限公司 Mark time tooth raft formula from fissure of displacement template system
CN204826613U (en) * 2015-07-30 2015-12-02 中国建筑第二工程局有限公司 Be used for reinforced (rfd) lock foot ware of outer wall template root
CN206681370U (en) * 2017-04-07 2017-11-28 中建四局第三建筑工程有限公司 A kind of template bottom reinforcing device

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1246394A (en) * 1958-12-01 1960-11-18 Formwork plate for buildings, in particular for concrete, with reinforcement at the corners and on the edges, and method of manufacturing this plate
CN2037764U (en) * 1988-10-10 1989-05-17 云南省第九建筑工程公司 Mesh type architectural shuttering
JPH09177319A (en) * 1995-12-27 1997-07-08 Maeda Corp Form for blockout part
CN2273746Y (en) * 1996-05-10 1998-02-04 杨春明 Non-column supporting apparatus for shuttering for on-side making concrete products
CN203008363U (en) * 2012-11-28 2013-06-19 深圳市鹏城建筑集团有限公司 Device for fixing root part of outer wall template
CN204199680U (en) * 2014-09-05 2015-03-11 中天建设集团有限公司 A kind of support preventing exterior sheathing seam faulting of slab ends
CN204139608U (en) * 2014-09-12 2015-02-04 中天建设集团有限公司 A kind of outer shear wall interlayer formwork backing instrument
CN204326525U (en) * 2014-12-18 2015-05-13 浙江展诚建设集团股份有限公司 Mark time tooth raft formula from fissure of displacement template system
CN204826613U (en) * 2015-07-30 2015-12-02 中国建筑第二工程局有限公司 Be used for reinforced (rfd) lock foot ware of outer wall template root
CN206681370U (en) * 2017-04-07 2017-11-28 中建四局第三建筑工程有限公司 A kind of template bottom reinforcing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109537877A (en) * 2018-10-26 2019-03-29 中国建筑第八工程局有限公司 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template

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Application publication date: 20170721

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