[go: up one dir, main page]

CN202882446U - Horse stool suspended by steel bars - Google Patents

Horse stool suspended by steel bars Download PDF

Info

Publication number
CN202882446U
CN202882446U CN 201220368402 CN201220368402U CN202882446U CN 202882446 U CN202882446 U CN 202882446U CN 201220368402 CN201220368402 CN 201220368402 CN 201220368402 U CN201220368402 U CN 201220368402U CN 202882446 U CN202882446 U CN 202882446U
Authority
CN
China
Prior art keywords
stool
horse
steel bars
suspended
adjusting screw
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.)
Expired - Fee Related
Application number
CN 201220368402
Other languages
Chinese (zh)
Inventor
刘红喜
孟敬萍
赵跃林
高世川
张转院
郑俊宝
石国诚
冯阔
贾大钊
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 Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian Group 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 Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN 201220368402 priority Critical patent/CN202882446U/en
Application granted granted Critical
Publication of CN202882446U publication Critical patent/CN202882446U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model relates to a construction tool, in particular to a horse stool suspended by steel bars. The horse stool suspended by the steel bars aims to solve the problems that a horse stool in the prior art can not be adjusted in structure and is poor in adaptability. The horse stool suspended by the steel bars comprises a stool frame and stool legs. A supporting bar is arranged on the stool frame, a screw hole is formed in the middle of the supporting bar, an adjusting screw is arranged in the screw hole in a penetrating mode, a steel bar clamp is arranged below the adjusting screw rod, and a handle is arranged at the upper end of the adjusting screw rod. Compared with an existing horse stool, the horse stool suspended by the steel bars has the advantages that cost is low, the length of the screw rod installed on the horse stool suspended by the steel bars can be adjusted, when pouring the concrete, a worker can walk on the suspension stool and disturbance to a steel bar is reduced, due to the fact that after the surface of each layer of concrete is poured, the suspension stool can be taken out and used in a recycle mode, usage amount of an ordinary horse stool is reduced, and cost is reduced.

Description

Reinforcing bar suspention split heads
Technical field
The utility model relates to a kind of building implement, is specially a kind of reinforcing bar suspention split heads.
Background technology
Split heads in reinforced concrete member, one of the workpiece that is absolutely necessary, particularly cantilevered plate, as in the positions such as balcony, the rain cover constructions, steel bar stress is suspended state on top.Workman operation will be trampled inevitably in the above, and the easiest steel bar stress is stepped on bends to following and lose drawing-resistant function, thus at present in the Bars In Poured Concrete Slab double-layer double-direction reinforcing bar upper layer plate-rib usually adopt steel bar horse-shaped bench or cushion block to prop up.Existing steel bar horse-shaped bench height is difficult to control, deviation is large, cost is higher; And the cushion block bearing capacity is relatively poor, is tramped easily.When the installation of flooring pipeline and concreting; the workman is everlasting and walks about on the plate face reinforcing bar; cause plate muscle gross distortion, off normal and sagging; the effective height of negative muscle reduces; cause larger impact for the cast-in-place structural quality, especially upper strata, the outrigger base such as rain cover, balcony position tendon protective layer is excessive, even can cause the accident that concrete slab topples; need to develop for this reason a kind of novel, the split heads structure of better effects if.
Summary of the invention
The utility model can't be adjusted in order to solve existing split heads structure, and the problem of bad adaptability provides a kind of reinforcing bar suspention split heads.
The technical solution of the utility model is that a kind of reinforcing bar suspention split heads comprises the stool frame, the stool leg is provided with support bar at the stool frame, and the support bar middle part is provided with screw, pass screw and be provided with adjusting screw(rod), have the reinforcing bar card at adjusting screw(rod), be provided with handle in the adjusting screw(rod) upper end.
When use the job site, after upper strata negative reinforcement colligation is complete, hanging stool with reinforcing bar described in the utility model is placed in the steel mesh reinforcement, the reinforcing bar grab is lived in a layer reinforced mesh, and the top mat sheet has just had a stable support like this, when concrete is built, personnel can directly hang stool at reinforcing bar and walk about, and concreting can according to the requirement of thickness of slab, utilize the height that hangs the adjusting screw(rod) reinforcing bar in the stool to control the thickness of slab of concrete when vibrating.The concrete receipts light time hangs stool with reinforcing bar and extracts in concrete.Compare with existing split heads, split heads described in the utility model has the following advantages, and 1, make the reinforcing bar master hang stool and can utilize on-the-spot reinforcing bar to process remaining reinforcing bar brachycephaly; Cost is very low.
2, the reinforcing bar length of hanging the screw rod of installing on the stool can be regulated, and the control thickness of slab can use in the flooring of different thicknesss of slab.
3, the workman can walk about hanging stool during concreting, has reduced the disturbance to the plate muscle.
4, after every layer of concrete built the receipts face, hang stool and can take out, turnover is used, and has reduced the use amount of common split heads, has saved cost.
Description of drawings
Fig. 1 is structural representation of the present utility model
Fig. 2 is use state diagram of the present utility model
Among the figure: 1-support bar, 2-adjusting screw(rod), 3-handle, 4-stool frame, 5-stool leg, 6-reinforcing bar card, 7-top mat sheet, 8-lower floor reinforced mesh.
The specific embodiment
As schematically shown in Figure 1, a kind of reinforcing bar suspention split heads comprises stool frame 4, and stool leg 5 is provided with support bar 1 at stool frame 4, and support bar 1 middle part is provided with screw, passes screw and is provided with adjusting screw(rod) 2, has reinforcing bar card 6 at adjusting screw(rod) 2, is provided with handle 3 in adjusting screw(rod) 2 upper ends.
As schematically shown in Figure 2, after upper strata negative reinforcement colligation is complete, hangs quenched and tempered steel muscle card 6 with reinforcing bar and hook top mat sheet 7, make the stable braced structures of formation between top mat sheet 7 and the lower floor's reinforced mesh 8, the spacing of laying that reinforcing bar hangs stool is 800*800.Reinforcing bar hangs stool and utilizes blanking brachycephaly in job site to make, and reusable.Building area with 52000 square meters calculates, and can save 14 tons of plain bars split heads, saves about more than 68000 yuan of construction costs.The control of flooring planeness is better, and flooring can adopt concrete magma to receive face, and no longer mortar levelling, receipts face can be saved the about 3 Yuan/㎡ of labour cost, have preferably economic benefit.

Claims (1)

1. a reinforcing bar suspends split heads in midair, it is characterized in that: comprise stool frame (4), stool leg (5), be provided with support bar (1) at stool frame (4), support bar (1) middle part is provided with screw, pass screw and be provided with adjusting screw(rod) (2), have reinforcing bar card (6) at adjusting screw(rod) (2), be provided with handle (3) in adjusting screw(rod) (2) upper end.
CN 201220368402 2012-07-29 2012-07-29 Horse stool suspended by steel bars Expired - Fee Related CN202882446U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220368402 CN202882446U (en) 2012-07-29 2012-07-29 Horse stool suspended by steel bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220368402 CN202882446U (en) 2012-07-29 2012-07-29 Horse stool suspended by steel bars

Publications (1)

Publication Number Publication Date
CN202882446U true CN202882446U (en) 2013-04-17

Family

ID=48073887

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220368402 Expired - Fee Related CN202882446U (en) 2012-07-29 2012-07-29 Horse stool suspended by steel bars

Country Status (1)

Country Link
CN (1) CN202882446U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422622A (en) * 2013-09-07 2013-12-04 唐山曹妃甸二十二冶工程技术有限公司 Height-adjustable recyclable reinforcing steel bar split heads
CN107327082A (en) * 2017-08-30 2017-11-07 云南工程建设总承包公司 Suspension type adjustable steel bar split heads
CN109441015A (en) * 2018-10-15 2019-03-08 中建四局第三建筑工程有限公司 A kind of support of beam reinforcement cages and positioning apparatus
CN110042988A (en) * 2019-05-23 2019-07-23 中国建筑一局(集团)有限公司 Recyclable multifunctional stirrup and construction method thereof
CN110130587A (en) * 2019-06-10 2019-08-16 浙江大华建设集团有限公司 Double helix adjustable multifunctional split heads and floor dimensional control methods based on split heads
CN110821048A (en) * 2019-08-22 2020-02-21 中建新疆建工(集团)有限公司 Special tool for controlling position of multi-layer steel bar support in concrete slab and construction method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422622A (en) * 2013-09-07 2013-12-04 唐山曹妃甸二十二冶工程技术有限公司 Height-adjustable recyclable reinforcing steel bar split heads
CN103422622B (en) * 2013-09-07 2016-03-02 唐山曹妃甸二十二冶工程技术有限公司 The steel bar horse-shaped bench that height adjustable can reuse
CN107327082A (en) * 2017-08-30 2017-11-07 云南工程建设总承包公司 Suspension type adjustable steel bar split heads
CN109441015A (en) * 2018-10-15 2019-03-08 中建四局第三建筑工程有限公司 A kind of support of beam reinforcement cages and positioning apparatus
CN110042988A (en) * 2019-05-23 2019-07-23 中国建筑一局(集团)有限公司 Recyclable multifunctional stirrup and construction method thereof
CN110042988B (en) * 2019-05-23 2024-11-29 中国建筑一局(集团)有限公司 Multifunctional stirrup capable of being recycled and construction method thereof
CN110130587A (en) * 2019-06-10 2019-08-16 浙江大华建设集团有限公司 Double helix adjustable multifunctional split heads and floor dimensional control methods based on split heads
CN110821048A (en) * 2019-08-22 2020-02-21 中建新疆建工(集团)有限公司 Special tool for controlling position of multi-layer steel bar support in concrete slab and construction method

Similar Documents

Publication Publication Date Title
CN202882446U (en) Horse stool suspended by steel bars
CN203188121U (en) Cast-in-place bridge floor suspending mold of half-through or through arch bridge
CN101818570B (en) Method for constructing girder structure conversion layer of high-rise building
CN111255217A (en) Elevator shaft shaping operation platform and operation method thereof
CN202090605U (en) Tool type floor evenness and floor slab negative reinforcement protecting layer control device
CN207998792U (en) A kind of Hanging Basket rack mounting structure
CN110528739A (en) Integrated construction process of FS heat-insulation outer formwork, aluminum alloy formwork and climbing frame
CN103821359A (en) Large-cross-section concrete beam layered casting construction method
CN109869153A (en) The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method
CN202324606U (en) U-shaped force bearing seat
CN102733608B (en) Construction method for spray head layer of granulation tower
CN202787926U (en) Overhanging scaffold simple and convenient to disassemble and assemble
CN103306371B (en) Assembled-type house PC prefabricated units fabrication and installation structure
CN211923466U (en) Elevator shaft regularization operation platform
CN100460613C (en) Suspension holder construction method
CN201381516Y (en) Embedded bracket for mounting foundation bolt with large diameter
CN112095485A (en) Bridge stay cable anchor cylinder pre-embedded positioning device and using method thereof
CN206015523U (en) The built-in steel anchor beam accurate positioning device of free-standing Sarasota
CN205742662U (en) Node installed by a kind of connector and Side fascia
CN104878926A (en) Suspended template system construction method and turnover brackets
CN205224420U (en) Anticorrosive industry factory building precast concrete stand
CN203531349U (en) Novel high-bearing easily-dismantled overhanging type scaffold
CN201991144U (en) Hanging stool for thickness-quality control of cast-in-place concrete floor upper-layer plate-rib protecting layer and concrete plate
CN203452388U (en) Movable type concrete casting operation platform
CN213710395U (en) Finished product device of shear force wall hangs mould supporting tool

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130417

Termination date: 20180729

CF01 Termination of patent right due to non-payment of annual fee