|Model:||Plain Dowel Bar|
|Brand:||Plain Dowel Bars ASTM A615 Grade-60|
|Origin:||Made In India|
|Category:||Construction & Decoration / Cement & Precast Component|
|Label:||Plain Dowel Bars , ASTM A615 Grade 40 , ASTM A615 Grade 60|
Plain Dowel Bars ASTM A615 Grade-60
We are Manufacture, Stockholder & Distributors of ASTM A615 / ASTM A615M Grade-40, Grade-60, Grade-75, Grade-80 Plain Dowel Bars for Concrete Pavement, Plain Steel Dowel Bars with Protective Fusion-Bonded Epoxy Coating for use in Concrete Pavements, AASHTO Plain Dowel Bars, Carbon Steel Dowel Bars, Stainless Steel Dowel Bars, Duplex Dowel Bars, Super Duplex Dowel Bars, Ga anized Dowel Bars, Zinc Plated Dowel Bars
Manufacture of Plain Dowel Bar, Plain Dowel Steel Bars
Manufacture of Carbon Steel Plain Steel Dowel Bars
Manufacture of Stainless Steel Plain Steel Dowel Bars
Manufacture of Duplex Stainless Steel Plain Steel Dowel Bars
Manufacture of Super Duplex Stainless Steel Plain Steel Dowel Bars
Manufacture of Fusion Bonded Epoxy Coated Plain Dowel Bars
Manufacture of HDG Hot Dip Ga anized Plain Dowel Bars
Manufacture of ASTM A615 Dowel Bar, ASTM A 615 Dowel Bars
Manufacture of ASTM A615M Dowel Bar, ASTM A615M Dowel Bars
Manufacture of ASTM A615 Grade 40 Dowel Bar, ASTM A615M Grade-40 Dowel Bars
Manufacture of ASTM A615 Grade 60 Dowel Bar, ASTM A615M Grade-60 Dowel Bars
Manufacture of ASTM A615 Grade 75 Dowel Bar, ASTM A615M Grade-75 Dowel Bars
Manufacture of ASTM A615 Grade 80 Dowel Bar, ASTM A615M Grade-80 Dowel Bars
Manufacture of ASTM A615 Grade 280 Dowel Bar, ASTM A615M Grade-280 Dowel Bars
Manufacture of ASTM A615 Grade 420 Dowel Bar, ASTM A615M Grade-420 Dowel Bars
Manufacture of ASTM A615 Grade 520 Dowel Bar, ASTM A615M Grade-520 Dowel Bars
Manufacture of ASTM A615 Grade 550 Dowel Bar, ASTM A615M Grade-550 Dowel Bars
ASTM A1078 Epoxy Coated Dowels for Concrete Pavement
Plain Steel Dowel Bars with Coating, Plain Steel Dowels with FBE Coated
Plain Steel Ga anized Dowel Bars, Ga anized Dowel Bar for Concrete
Dowel Bar Steel AASHTO, Dowel Bar Steel ASTM A615 / ASTM A615M
Carbon Steel Dowel Bar Grade 40, Grade 60, Grade 75, Grade 80
Plain Dowel Bars ASTM A615 Grade-40 (280) with Epoxy & Ga anizing Coated
Plain Dowel Bars ASTM A615 Grade-60 (420) with Epoxy & Ga anizing Coated
Plain Dowel Bars ASTM A615 Grade-75 (520) with Epoxy & Ga anizing Coated
Plain Dowel Bars ASTM A615 Grade-80 (550) with Epoxy & Ga anizing Coated
Stainless Steel Dowel Bars Grade 304, Grade 304L, Grade 316, Grade 316L
Stainless Steel Dowel Bars Grade 321, Grade 321H, Grade 347, Grade 347H
Duplex Dowel Bars Grade 2205, Grade UNS S31803, Grade UNS S32205
Super Duplex Dowel Bars Grade 2507, Grade UNS S32750, Grade UNS S32760
• Placed across transverse joints at the mid-depth of
• Transfer load from one slab to another without
preventing the joint from opening
• Commonly made of round, smooth, epoxy coated
• Reduce joint faulting and corner cracking
Concrete slab dowel bars are used to transfer the load from one slab to another whilst permitting axial thermal expansion along the axis of the dowel. Austenitic stainless steel dowel bars are generally produced from plain round material. They provide a durable, corrosion resisting solution to connections in concrete or other structural applications. Available in a range of sizes, material grades and strengths, there is a suitable dowel bar for most requirements.
Dowel bars are short steel bars that provide a mechanical connection between slabs without restricting horizontal joint movement. They increase load transfer efficiency by allowing the leave slab to assume some of the load before the load is actually over it. This reduces joint deflection and stress in the approach and leave slabs.
Dowel bars are typically 32 to 38 mm (1.25 to 1.5 inches) in diameter, 460 mm (18 inches) long and spaced 305 mm (12 inches) apart. Specific locations and numbers vary by state, In order to prevent corrosion, dowel bars are either coated with stainless steel. Dowel bars are usually inserted at mid-slab depth and coated with a bond-breaking substance to prevent bonding to the PCC. Thus, the dowels help transfer load but allow adjacent slabs to expand and contract independent of one another. dowel bar locations at a transverse construction joint.
ASTM A615 / A615M - 16
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
This specification covers deformed and plain carbon-steel bars for concrete reinforcements in cut lengths and coils. Materials considered under this specification are available in Grades 40 , 60  and 75 . Steel samples shall be rolled from properly identified heats of mold cast or strand cast steel using electric-furnace, basic-oxygen, or open-hearth. Heat analysis shall be performed wherein steel materials shall conform to required compositions of carbon, manganese, phosphorus and sulfur. Steel specimens shall also undergo tensile tests and shall conform to required values of tensile strength, yield strength, and elongation. Steel samples shall also undergo deformation test, tension test and bend tests. Final products shall be marked by a tag.
1.1 This specification covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. Steel bars containing alloy additions, such as with the Association for Iron and Steel Technology and the Society of Automotive Engineers series of alloy steels, are permitted if the resulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.
(A) The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight [mass] per foot [metre] as the deformed bar.
(B) Refer to Note 2.
1.2 Bars are of five minimum yield strength levels: namely, 40 000 psi [280 MPa], 60 000 psi [420 MPa], 75 000 psi [520 MPa], 80 000 psi [550 MPa], and 100 000 psi [690 MPa], designated as Grade 40 , Grade 60 , Grade 75 , Grade 80 , and Grade 100 , respectively.
NOTE 1: Grade 100  reinforcing bars were introduced in this specification in 2015. In contrast to the lower grades, which have ratios of specified tensile strength to specified yield strength that range from 1.31 to 1.5, Grade 100  reinforcing bars have a ratio of specified tensile strength to specified yield strength of 1.15. Designers should be aware that there will, therefore, be a lower margin of safety and reduced warning of failure following yielding when Grade 100  bars are used in structural members where strength is governed by the tensile strength of the reinforcement, primarily in beams and slabs. If this is of concern, the purchaser has the option of specifying a minimum ratio of tensile strength to actual yield strength. Consensus design codes and specifications such as “Building Code Requirements for Structural Concrete (ACI 318)” may not recognize Grade 100  reinforcing bars: therefore the 125 % of specified yield strength requirements in tension and compression are not applicable. Mechanical and welded splices should meet a minimum specified tensile strength of 115 000 psi [790 MPa].
1.3 Plain bars, in sizes up to and including 21/2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished under this specification in Grade 40 , Grade 60 , Grade 75 , Grade 80 , and Grade 100 . For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.
NOTE 3: Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals and preheat/interpass temperatures, as well as performance and procedure qualification requirements.
1.4 Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.5).
1.5 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.
1.6 This specification is applicable for orders in either inch-pound units (as Specification A615) or in SI units (as Specification A615M).
1.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the specification.
Inspection & Approval Certificates : C/W Certificate (Calibration Works Certificate) EN 10204 3.1 / DIN 50049 3.1 / ISO 10474 3.1 Mill Test Certificate, NACE MR-0103 / NACE MR-0175 / ISO 15156, CE Marked, European Pressure Equipment Directive PED-97/23/EC, AD-2000-WO, ASME Boiler & Pressure Vessel Code Sec.II Part A Ed. 2015, API 6A (American Petroleum Institute), with 3.2 certificate duly Certified & Approved by LRS (Lloyd's Register), GL (Germanischer Lloyd), BV (Bureau Veritas), DNV (Det Norske Veritas), ABS (American Bureau of Shipping), SGS, TUV, RINA, IRS, NORSOK Approved Standard M-630, M-650 Rev.3
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