CN201268921Y - Reinforced bar split heads - Google Patents

Reinforced bar split heads Download PDF

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Publication number
CN201268921Y
CN201268921Y CNU2008201359651U CN200820135965U CN201268921Y CN 201268921 Y CN201268921 Y CN 201268921Y CN U2008201359651 U CNU2008201359651 U CN U2008201359651U CN 200820135965 U CN200820135965 U CN 200820135965U CN 201268921 Y CN201268921 Y CN 201268921Y
Authority
CN
China
Prior art keywords
split heads
pillar
utility
model
supporting leg
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
CNU2008201359651U
Other languages
Chinese (zh)
Inventor
聂全军
苑庆民
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.)
MCC Jingtang Construction Co Ltd
Original Assignee
MCC Jingtang Construction 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 MCC Jingtang Construction Co Ltd filed Critical MCC Jingtang Construction Co Ltd
Priority to CNU2008201359651U priority Critical patent/CN201268921Y/en
Application granted granted Critical
Publication of CN201268921Y publication Critical patent/CN201268921Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

The utility model relates to a split heads support applied to concrete floor casting in architecture construction, in particular to a reinforcing steel bar split heads which comprises a pillar. The lower end and the middle of the pillar are respectively provided with a lower transverse supporting leg and an upper transverse lever which are both vertically fixedly connected with the pillar into a whole. Compared with a prior reinforcing steel bar supporting split heads, the utility model is convenient to manufacture, has low cost and accurate localization, can be made by adopting local material, saves material, can adjust the position according to conditions and saves time and labor.

Description

The reinforcing bar split heads
Technical field
The utility model relates to concrete floor in the building operations and builds the split heads of application and support specifically a kind of reinforcing bar split heads.
Background technology
At present, building operations is adopted several fonts or straight line Steel bar rack types with the split heads that supports top reinforcement in the concreting more.The reinforcing bar split heads of several fonts, its position are difficult to be determined, wastes time and energy; Straight line Steel bar rack type split heads because support place is a little, so requirement is big, in use extremely expends steel, waste fund and raw material.And this two breeds of horses stool all do not control the effect of concreting absolute altitude, in use, concreting superelevation or not enough situation often occur, needs other made component to carry out the absolute altitude caution, uses inconveniently, influences operating efficiency.
The utility model content
The utility model is at the deficiency of existing split heads, and reinforcing bar split heads a kind of simple in structure, easy to use is provided.
Realize the foregoing invention purpose by the following technical solutions: a kind of reinforcing bar split heads, comprise pillar, the lower end of described pillar and middle part are respectively arranged with perpendicular following horizontal supporting leg and the cross tube that fixes as one.
Compare with existing reinforced bar support split heads, the utility model is easy to make, and cost is low, can adopt on-the-spot material, saves material; This reinforcing bar split heads can according to circumstances be adjusted the position, and accurate positioning is time saving and energy saving.
Description of drawings
Fig. 1 is the utility model structural representation.
Among the figure: following horizontal supporting leg 1, pillar 2, cross tube 3, absolute altitude joint 4.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Referring to accompanying drawing 1, in the present embodiment, each parts of this reinforcing bar split heads all adopt the reinforcing bar of diameter 10~20 to make.The lower end vertical welding of pillar 2 is connected to down horizontal supporting leg 1, and the middle part vertical welding of pillar 2 is connected to cross tube 3, and descends horizontal supporting leg 1 and cross tube 3 also can be crisscross arranged.The upper end of pillar 2 is an absolute altitude joint 4, these absolute altitude joint 4 outstanding concreting faces, and red or other more eye-catching colors are used to indicate the concreting absolute altitude in the spraying, are used to adjust the position of split heads.
Vertical distance wherein between horizontal supporting leg 1 and the cross tube 3 is the clear distance between concrete structure levels reinforcing bar, and horizontal supporting leg 1 places on lower floor's rebar surface down, can not form rusty stain at the bottom of concrete slab, and cross tube 3 bears the pressure of top reinforcement.

Claims (1)

1, a kind of reinforcing bar split heads comprises pillar, it is characterized in that, the lower end of described pillar and middle part are respectively arranged with perpendicular following horizontal supporting leg and the cross tube that fixes as one.
CNU2008201359651U 2008-09-27 2008-09-27 Reinforced bar split heads Expired - Fee Related CN201268921Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201359651U CN201268921Y (en) 2008-09-27 2008-09-27 Reinforced bar split heads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201359651U CN201268921Y (en) 2008-09-27 2008-09-27 Reinforced bar split heads

Publications (1)

Publication Number Publication Date
CN201268921Y true CN201268921Y (en) 2009-07-08

Family

ID=40841518

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201359651U Expired - Fee Related CN201268921Y (en) 2008-09-27 2008-09-27 Reinforced bar split heads

Country Status (1)

Country Link
CN (1) CN201268921Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102337772A (en) * 2010-07-21 2012-02-01 徐逢裕 Steel bar positioning block structure
CN102465605A (en) * 2010-11-16 2012-05-23 李国庆 Method for building bottom plate steel bar support
CN102677826A (en) * 2012-05-25 2012-09-19 江西中联建设集团有限公司 Horse stool bar and application method
CN104818853A (en) * 2014-08-26 2015-08-05 中国建筑第四工程局有限公司 Method and tool for retracement of floor slab hogging moment steel bars
CN105317169A (en) * 2014-08-01 2016-02-10 中天建设集团有限公司 Method for controlling concrete elevation by steel bar with hooked end
CN110541522A (en) * 2019-07-26 2019-12-06 广西建工集团建筑工程总承包有限公司 Construction method for monitoring thickness of floor slab negative reinforcement protective layer
CN111734126A (en) * 2020-07-06 2020-10-02 中国建筑一局(集团)有限公司 Single-curved-surface fair-faced concrete textured roof template system and construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102337772A (en) * 2010-07-21 2012-02-01 徐逢裕 Steel bar positioning block structure
CN102465605A (en) * 2010-11-16 2012-05-23 李国庆 Method for building bottom plate steel bar support
CN102677826A (en) * 2012-05-25 2012-09-19 江西中联建设集团有限公司 Horse stool bar and application method
CN105317169A (en) * 2014-08-01 2016-02-10 中天建设集团有限公司 Method for controlling concrete elevation by steel bar with hooked end
CN104818853A (en) * 2014-08-26 2015-08-05 中国建筑第四工程局有限公司 Method and tool for retracement of floor slab hogging moment steel bars
CN110541522A (en) * 2019-07-26 2019-12-06 广西建工集团建筑工程总承包有限公司 Construction method for monitoring thickness of floor slab negative reinforcement protective layer
CN111734126A (en) * 2020-07-06 2020-10-02 中国建筑一局(集团)有限公司 Single-curved-surface fair-faced concrete textured roof template system and construction method thereof
CN111734126B (en) * 2020-07-06 2021-08-24 中国建筑一局(集团)有限公司 Single-curved-surface fair-faced concrete textured roof template system and construction method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090708

Termination date: 20120927