CN201268921Y - Reinforced bar split heads - Google Patents
Reinforced bar split heads Download PDFInfo
- 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
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- Prior art keywords
- split heads
- pillar
- utility
- model
- supporting leg
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- 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
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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
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.
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 |
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CN201268921Y true CN201268921Y (en) | 2009-07-08 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNU2008201359651U Expired - Fee Related CN201268921Y (en) | 2008-09-27 | 2008-09-27 | Reinforced bar split heads |
Country Status (1)
Country | Link |
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CN (1) | CN201268921Y (en) |
Cited By (7)
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 |
-
2008
- 2008-09-27 CN CNU2008201359651U patent/CN201268921Y/en not_active Expired - Fee Related
Cited By (8)
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 |