CN2535481Y - High-strength refinished screw-thread reinforcing bar - Google Patents
High-strength refinished screw-thread reinforcing bar Download PDFInfo
- Publication number
- CN2535481Y CN2535481Y CN 02228822 CN02228822U CN2535481Y CN 2535481 Y CN2535481 Y CN 2535481Y CN 02228822 CN02228822 CN 02228822 CN 02228822 U CN02228822 U CN 02228822U CN 2535481 Y CN2535481 Y CN 2535481Y
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- Prior art keywords
- utility
- reinforcing bar
- model
- strength
- high strength
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Abstract
The utility model discloses a refined spiracle steel bar with high strength, which consists of a linear section and a corrugated section. The utility model solves the problems of the prior product of low intensity of resisting pulling, bad agglutinative force with the concrete and deficient gripping power. The utility model has the advantages of high intensity of resisting pulling and strong gripping power and is especially fit for being used as a high-strength anchor rod, a template anchor bar, a split screw etc. in the rock face, the slope anchorage, the large dam, the bridge, the tunnel industry, the civil building and the large concrete project.
Description
Technical field
The utility model relates to the reinforcing bar that a kind of construction work is used, and specifically a kind of high strength is made with extra care the spiral lamination reinforcing bar.
Background technology
At present widely used spiral lamination reinforcing bar is single linear pattern reinforcing bar in the construction work, they have simple in structure, make easy characteristics, but they exist poor adhesion, bond stress defect of insufficient between the low and concrete of tensile strength.When particularly being used as high strength anchor bar, template dowel, Screw arbor with nut at both-ends etc. in crag, slope anchorage, large-scale dam, bridge, tunnel industry and civilian construction and large-scale mixed geotechnological journey, it bonds hypodynamic problem and shows outstanding especially.
Summary of the invention
Goal of the invention of the present utility model is exactly the defective at the said goods, provides the strong high strength of a kind of tensile strength height, bond stress refining spiral lamination reinforcing bar, to remedy the deficiency of existing product.
Goal of the invention of the present utility model is achieved in that it is made up of straightway and bellows segment two parts.Length of straigh line is 40mm-180mm, and bellows segment is made up of 1-4 ripple, and the length of each ripple is 120mm, and the ripple radius is 35mm-180mm, and the angle of slope between straightway and the bellows segment is 10 °-30 °
The utlity model has tensile strength height, advantage that bond stress is strong, be particularly suitable in crag, slope anchorage, large-scale dam, bridge, tunnel industry and civilian construction and large-scale mixed geotechnological journey, being used as uses such as high strength anchor bar, template dowel, Screw arbor with nut at both-ends.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a spiral lamination structural representation of the present utility model.
Fig. 3 is a cross-sectional view of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further:
As shown in Figure 1 and Figure 2, the utility model is made up of straightway a and bellows segment b two parts, and straightway a length is 160mm, bellows segment b is made up of 2 ripple c, the length of each ripple c is 120mm, and the ripple radius r is 75mm, and the inclined angle alpha between straightway and the bellows segment is 10 °.
Claims (4)
1, the refining spiral lamination reinforcing bar of a kind of high strength, it is characterized in that: it is made up of straightway and bellows segment two parts, and bellows segment is made up of 1-4 ripple.
2, a kind of high strength of claim 1 forces spiral to decide the line reinforcing bar, and it is characterized in that: length of straigh line is 40mm-180mm.
3, the refining spiral lamination reinforcing bar of a kind of high strength of claim 1, it is characterized in that: the length of each ripple is 120mm, the ripple radius is 35mm-180mm.
4, the refining spiral lamination reinforcing bar of a kind of high strength of claim 1, it is characterized in that: the angle of slope between straightway and the bellows segment is 10 °-30 °
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02228822 CN2535481Y (en) | 2002-03-28 | 2002-03-28 | High-strength refinished screw-thread reinforcing bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02228822 CN2535481Y (en) | 2002-03-28 | 2002-03-28 | High-strength refinished screw-thread reinforcing bar |
Publications (1)
Publication Number | Publication Date |
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CN2535481Y true CN2535481Y (en) | 2003-02-12 |
Family
ID=33705278
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02228822 Expired - Fee Related CN2535481Y (en) | 2002-03-28 | 2002-03-28 | High-strength refinished screw-thread reinforcing bar |
Country Status (1)
Country | Link |
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CN (1) | CN2535481Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101063317B (en) * | 2006-04-25 | 2010-05-12 | 润弘精密工程事业股份有限公司 | Structure system with difference gripping power and construction method thereof |
WO2011107848A2 (en) * | 2010-03-02 | 2011-09-09 | Anil Krishna Kar | Improved reinforcing bar and method for manufacturing the same |
CN103899042A (en) * | 2012-10-23 | 2014-07-02 | 叶治豪 | Spiral steel strand strip PC building structure |
-
2002
- 2002-03-28 CN CN 02228822 patent/CN2535481Y/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101063317B (en) * | 2006-04-25 | 2010-05-12 | 润弘精密工程事业股份有限公司 | Structure system with difference gripping power and construction method thereof |
WO2011107848A2 (en) * | 2010-03-02 | 2011-09-09 | Anil Krishna Kar | Improved reinforcing bar and method for manufacturing the same |
WO2011107848A3 (en) * | 2010-03-02 | 2011-11-03 | Anil Krishna Kar | Improved reinforcing bar and method for manufacturing the same |
CN102782229A (en) * | 2010-03-02 | 2012-11-14 | 阿尼尔·克里希纳·卡尔 | Improved reinforcing bar and method for manufacturing the same |
CN102782229B (en) * | 2010-03-02 | 2016-03-02 | 阿尼尔·克里希纳·卡尔 | For improving the improvement reinforcing rib in reinforced concrete structure life-span |
CN103899042A (en) * | 2012-10-23 | 2014-07-02 | 叶治豪 | Spiral steel strand strip PC building structure |
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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: 20030212 |