CN103924583A - Telescoping cross rigid supporting system device for reinforcement cage framework - Google Patents

Telescoping cross rigid supporting system device for reinforcement cage framework Download PDF

Info

Publication number
CN103924583A
CN103924583A CN201410136902.8A CN201410136902A CN103924583A CN 103924583 A CN103924583 A CN 103924583A CN 201410136902 A CN201410136902 A CN 201410136902A CN 103924583 A CN103924583 A CN 103924583A
Authority
CN
China
Prior art keywords
threaded adjusting
reinforcement cage
system device
adjusting rod
welded
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
CN201410136902.8A
Other languages
Chinese (zh)
Inventor
夏亮
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.)
CCCC First Highway Engineering Co Ltd
No 2 Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Original Assignee
CCCC First Highway Engineering Co Ltd
No 2 Engineering Co Ltd of CCCC First Highway 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 CCCC First Highway Engineering Co Ltd, No 2 Engineering Co Ltd of CCCC First Highway Engineering Co Ltd filed Critical CCCC First Highway Engineering Co Ltd
Priority to CN201410136902.8A priority Critical patent/CN103924583A/en
Publication of CN103924583A publication Critical patent/CN103924583A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention discloses a telescoping cross rigid supporting system device for a reinforcement cage framework. The telescoping cross rigid supporting system device comprises a CO type turn buckle. The CO type turn buckle comprises a draw bar, nuts, an upper threaded adjusting rod and a lower threaded adjusting rod, the nuts are arranged at the upper end and the lower end of the draw bar, the upper threaded adjusting rod and the lower threaded adjusting rod are respectively arranged in the two nuts at the upper end and the lower end of the draw bar, an arc end is welded at the head of the upper threaded adjusting rod, a hook is welded at the tail end of the lower threaded adjusting rod, and the arc end is of a semicircular structure; a reinforcement which is coaxial with the upper threaded adjusting rod and the lower threaded adjusting rod is welded on the hook, and semicircle round steel is welded at the tail end of the reinforcement. The telescoping cross rigid supporting system device for the reinforcement cage framework has the advantages that the telescoping cross rigid supporting system device can be reused, gas cutting can be omitted in service procedures, and accordingly time and labor can be saved; the telescoping cross rigid supporting system device is provided with four fulcrums, accordingly, the reinforcement cage framework can be firmly supported, a good reinforcement cage deformation preventive effect can be realized during hoisting, transverse restraining force can be exerted in reinforcement cage framework descending procedures, and reinforcement cage descending time can be saved.

Description

A kind of extension type reinforcement cage skeleton cross rigid support system device
technical field:
The present invention relates to a kind of reinforcement cage skeleton bracing or strutting arrangement, relate in particular to a kind of extension type reinforcement cage skeleton cross rigidity support system device.
background technology:
in recent years, construction work industry competition was growing more intense, and in the supreme epoch of this progress, construction speed has determined benefit.Reinforcing cage is the important component part in construction work operation, it mainly plays drawing-resistant function, this is because concrete compressive strength is high but tensile strength is very low, therefore can play to pile concrete the effect of constraint by reinforcing cage is set, and makes it to bear certain horizontal force.General reinforcing cage is all to make in advance, is then transported to appointed place cast is installed.In order to prevent that distortion from appearring in reinforcing cage in transportation, traditional mode is by gusseted device, reinforcement cage skeleton to be supported, but this construction technology exists following several large defects:
One, reinforcing bar waste of material is large, installs at every turn and cut off spillage of material, and after cutting off once, because gusseted muscle length shortens, cannot reuse.
Two, while cutting off, must use the method for gas cutting, time-consuming, expense material and cause the waste of oxygen, acetylene, and must avoid sound detecting pipe, prevent the sound detecting pipe of burning.
Three, gusseted muscle is installed difficulty, needs two skilled electric welders to operate, labor intensive.
Four, gusseted only has three fulcrums, and required bearing bar model is relatively large, and compliance is little.
summary of the invention:
Technical problem to be solved by this invention is, provide one can make reinforcement cage skeleton that horizontal restrain power is provided in decentralization process, reduce the waste of reinforcing bar material simultaneously and save reinforcing cage the extension type reinforcement cage skeleton cross rigidity support system device of the time of transferring.
In order to solve the problems of the technologies described above, the present invention is achieved by the following technical solutions: a kind of extension type reinforcement cage skeleton cross rigidity support system device, there is CO type turnbuckle, described CO type turnbuckle by pull bar, be arranged on the nut at the upper and lower two ends of pull bar and the upper threaded adjusting bar and the lower threaded adjusting bar that are separately positioned in upper and lower two nuts form, the head of described upper threaded adjusting bar is welded with arc end, the end of lower threaded adjusting bar is welded with crotch, and described arc end is semicircular structure; On described crotch, be welded with and upper threaded adjusting bar and the coaxial reinforcing bar of lower threaded adjusting bar, the end of described reinforcing bar is welded with semi arch round steel.
Preferably, the cambered surface of the arc end of described semicircular structure and semi arch round steel is all outside.
Preferably, described arc end and semi arch round steel are mutually at an angle of 90.
Compared with prior art, usefulness of the present invention is: this extension type reinforcement cage skeleton cross rigidity support system device can reuse, and does not have waste, and it need to change bending flange screw once in a while; In use procedure, do not need gas cutting, thereby saved the time, avoided the waste of oxygen and acetylene; And this device does not need extraordinary work operation, has saved manpower, and it has and has four fulcrums, gusseted than three fulcrums is more firm, when lifting, prevent that reinforcing cage deformation effect is better, in reinforcement cage skeleton decentralization process, can provide horizontal restrain power, transfer and save time for reinforcing cage.
brief description of the drawings:
Below in conjunction with accompanying drawing, the present invention is further described.
Fig. 1 is a kind of extension type reinforcement cage skeleton of the present invention cross rigidity support system apparatus structure schematic diagram.
In figure: 1, CO type turnbuckle; 2, arc end; 3, semi arch round steel; 4, reinforcing bar; 5, upper threaded adjusting bar; 6, lower threaded adjusting bar; 7, pull bar; 8, nut; 9, crotch.
detailed description of the invention:
Describe the present invention below in conjunction with the drawings and the specific embodiments:
A kind of extension type reinforcement cage skeleton cross rigidity support system device shown in Fig. 1, there is CO type turnbuckle 1, described CO type turnbuckle 1 by pull bar 7, be arranged on the nut 8 at pull bar two ends Shang Xia 7 and the upper threaded adjusting bar 5 and the lower threaded adjusting bar 6 that are separately positioned in upper and lower two nuts 8 form, the head of described upper threaded adjusting bar 5 is welded with arc end 2, the end of lower threaded adjusting bar 6 is welded with crotch 9, and described arc end 2 is semicircular structure; On described crotch 9, be welded with and upper threaded adjusting bar 5 and the coaxial reinforcing bar 4 of lower threaded adjusting bar 6, the end of described reinforcing bar 4 is welded with semi arch round steel 3; For the ease of bearing bar cage skeleton, the arc end 2 of described semicircular structure and the cambered surface of semi arch round steel 3 are all outside, and described arc end 2 and semi arch round steel 3 are mutually at an angle of 90.
Its concrete operations mode is as follows, add and man-hour a pair of extension type reinforcement cage skeleton cross rigid support system device is laid at reinforcing cage, tightening CO type turnbuckle 1 makes the arc end 2 on threaded adjusting bar 5 on it form at an angle of 90 with the semi arch round steel 3 being welded on reinforcing bar 4, so far for reinforcement cage skeleton provides a supporting role, can effectively prevent that reinforcing cage from producing distortion in processing and transportation.
This extension type reinforcement cage skeleton cross rigidity support system device can reuse, and does not have waste, and it need to change bending flange screw once in a while; In use procedure, do not need gas cutting, thereby saved the time, avoided the waste of oxygen and acetylene; And this device does not need extraordinary work operation, has saved manpower, and it has and has four fulcrums, gusseted than three fulcrums is more firm, when lifting, prevent that reinforcing cage deformation effect is better, in reinforcement cage skeleton decentralization process, can provide horizontal restrain power, transfer and save time for reinforcing cage.
It is emphasized that: be only preferred embodiment of the present invention above, not the present invention is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present invention is done above embodiment, all still belong in the scope of technical solution of the present invention.

Claims (3)

1. an extension type reinforcement cage skeleton cross rigidity support system device, there is CO type turnbuckle (1), described CO type turnbuckle (1) by pull bar (7), be arranged on the nut (8) at the upper and lower two ends of pull bar (7) and be separately positioned on upper threaded adjusting bar (5) and lower threaded adjusting bar (6) formation in upper and lower two nuts (8), the head of described upper threaded adjusting bar (5) is welded with arc end (2), the end of lower threaded adjusting bar (6) is welded with crotch (9), it is characterized in that: described arc end (2) is semicircular structure; On described crotch (9), be welded with and upper threaded adjusting bar (5) and the coaxial reinforcing bar (4) of lower threaded adjusting bar (6), the end of described reinforcing bar (4) is welded with semi arch round steel (3).
2. extension type reinforcement cage skeleton cross rigidity support system device according to claim 1, is characterized in that: the arc end (2) of described semicircular structure and the cambered surface of semi arch round steel (3) are all outside.
3. extension type reinforcement cage skeleton cross rigidity support system device according to claim 1, is characterized in that: described arc end (2) and semi arch round steel (3) are mutually at an angle of 90.
CN201410136902.8A 2014-04-08 2014-04-08 Telescoping cross rigid supporting system device for reinforcement cage framework Pending CN103924583A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410136902.8A CN103924583A (en) 2014-04-08 2014-04-08 Telescoping cross rigid supporting system device for reinforcement cage framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410136902.8A CN103924583A (en) 2014-04-08 2014-04-08 Telescoping cross rigid supporting system device for reinforcement cage framework

Publications (1)

Publication Number Publication Date
CN103924583A true CN103924583A (en) 2014-07-16

Family

ID=51142963

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410136902.8A Pending CN103924583A (en) 2014-04-08 2014-04-08 Telescoping cross rigid supporting system device for reinforcement cage framework

Country Status (1)

Country Link
CN (1) CN103924583A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105696549A (en) * 2016-01-28 2016-06-22 中铁十四局集团第三工程有限公司 Novel steel reinforcement cage interior supporting structure and application thereof
CN105781018A (en) * 2016-03-11 2016-07-20 山东建筑大学 Steel bar connection split connector and steel bar connection construction method thereof
CN106149744A (en) * 2016-08-26 2016-11-23 山东省路桥集团有限公司 Pile foundation steel bar cage skeletal support device and construction method
CN110029658A (en) * 2019-04-19 2019-07-19 荆州市荆力工程设计咨询有限责任公司 A kind of steel reinforcement cage supporting member for overhead transmission line bored concrete pile
CN113585627A (en) * 2021-08-20 2021-11-02 广东峻佳建设有限公司 Constructional column steel bar fixing structure for constructional engineering construction and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000336821A (en) * 1999-05-28 2000-12-05 Hitoomi Shin Hollow slab form using lightweight hollow slab form material using no fastener of form upper part and swell preventive metal fitting of slab structural reinforcement and work method therefor
CN201118342Y (en) * 2007-09-17 2008-09-17 大庆油田有限责任公司 Center adjusting tool for portable oil drawer electromotor
CN201827295U (en) * 2010-10-22 2011-05-11 马艳芳 Flower basket screw
CN102286920A (en) * 2010-06-18 2011-12-21 五冶集团上海有限公司 Floating resistance device for inner mold of box beam
CN203248606U (en) * 2013-04-10 2013-10-23 汪硕果 Turnbuckle
CN203808054U (en) * 2014-04-08 2014-09-03 中交第一公路工程局有限公司 Telescopic cross-shaped rigid support system device for reinforcing cage framework

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000336821A (en) * 1999-05-28 2000-12-05 Hitoomi Shin Hollow slab form using lightweight hollow slab form material using no fastener of form upper part and swell preventive metal fitting of slab structural reinforcement and work method therefor
CN201118342Y (en) * 2007-09-17 2008-09-17 大庆油田有限责任公司 Center adjusting tool for portable oil drawer electromotor
CN102286920A (en) * 2010-06-18 2011-12-21 五冶集团上海有限公司 Floating resistance device for inner mold of box beam
CN201827295U (en) * 2010-10-22 2011-05-11 马艳芳 Flower basket screw
CN203248606U (en) * 2013-04-10 2013-10-23 汪硕果 Turnbuckle
CN203808054U (en) * 2014-04-08 2014-09-03 中交第一公路工程局有限公司 Telescopic cross-shaped rigid support system device for reinforcing cage framework

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105696549A (en) * 2016-01-28 2016-06-22 中铁十四局集团第三工程有限公司 Novel steel reinforcement cage interior supporting structure and application thereof
CN105781018A (en) * 2016-03-11 2016-07-20 山东建筑大学 Steel bar connection split connector and steel bar connection construction method thereof
CN105781018B (en) * 2016-03-11 2018-02-09 山东建筑大学 A kind of bar connecting split joint and its bar connecting construction method
CN106149744A (en) * 2016-08-26 2016-11-23 山东省路桥集团有限公司 Pile foundation steel bar cage skeletal support device and construction method
CN110029658A (en) * 2019-04-19 2019-07-19 荆州市荆力工程设计咨询有限责任公司 A kind of steel reinforcement cage supporting member for overhead transmission line bored concrete pile
CN113585627A (en) * 2021-08-20 2021-11-02 广东峻佳建设有限公司 Constructional column steel bar fixing structure for constructional engineering construction and construction method thereof

Similar Documents

Publication Publication Date Title
CN103924583A (en) Telescoping cross rigid supporting system device for reinforcement cage framework
CN103669655B (en) Deformation joint both walls body concrete pouring construction process
CN105971272B (en) Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method
CN103075020B (en) A kind of steel tray supports actuating system
CN206941574U (en) A kind of Large-size rebar cage reusable edible support meanss
CN104047419A (en) Wall linking method of scaffold and wall-linking member used by scaffold
CN203808054U (en) Telescopic cross-shaped rigid support system device for reinforcing cage framework
CN204524120U (en) The vertical loopful of large diameter pile foundation steel reinforcement cage is to location moulding bed device
CN103791156A (en) Superaltitude quick installation method of large-diameter glass fiber reinforced plastic pipes
CN203640277U (en) Girder template clamping and fixing device
CN103147569A (en) Operation platform system for cross-pulling slip form with both full-diameter silo and spoke-type center plate
CN202571227U (en) Adjustable supporting and pulling rod
CN110821147A (en) Expansion joint shear wall combination template capable of being assembled and disassembled quickly
CN103882840B (en) A kind of surge shaft Cast-in-place concrete assembling falsework and mounting method thereof
CN212078667U (en) Expansion joint shear wall combination template capable of being assembled and disassembled quickly
CN203891449U (en) Wall connecting piece for wall connection of scaffold
CN204081548U (en) Cantilever frame temporary support and main couple joint portion device
CN205046843U (en) Reinforcing apparatus's stair template of marking time in middle of installation
CN210460705U (en) Lining construction equipment suitable for circular steel-containing lining tunnel
CN203247849U (en) Chute for conduction of concrete and mortar
CN203867164U (en) Cantilever type scaffold structure with positioning steel pipe
CN203769307U (en) Early-removal adjustable ejection rod device for building formwork
CN201458509U (en) Combined hoisting tool for large-sized pipes
CN206987374U (en) A kind of formwork reinforcement system external corner fixture
CN207143931U (en) A kind of repeatable pile foundation utilized bears hole section hangs muscle device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20140716