• A709M-HPS/485W

Certificates

WYJ055-2006                       A709M-HPS 485W

1, applicable scope

 The technology conditions apply to no more than 100 mm thickness of A709M-HPS 485 W high strength steel bridge g syndrome of resistance.

2, size, shape, weight and allow deviation

The steel plate size and shape, weight and deviation should be allowed to meet ASTM A6 / A6M rules.

3, chemical composition (melting analysis)

The chemical composition of steel (melting analysis) should be in accordance with table 1.

 

Table 1    wt%

 

Steel grade

C

Si

Mn

P

S

Ni

Cr

Mo

V

Cu

Al

N

A709M-HPS 485W

0.11

0.30

0.50

1.10

1.35

0.020

0.006

0.25

0.40

0.45

0.70

0.02

0.08

0.04

0.08

0.25

0.40

0.010

0.040

0.015

 

4、mechanical property

The mechanical properties of the steel plate test results should comply with the provisions of thetable 2table 2      mechanical property

 

specification

(mm)

Rp0.2

 

(MPa)

Rm

(MPa)

A

(landscape

,50mm,%)

Akv

(-23℃,lengthways

,J)

ψz

(%)

8-100

≥485

585-760

≥17

≥34(average)

≥25(average)

 

Note: according to need additional Z to performance requirements, Z to performance should comply with the GB5313-85 Z25 regulation, specific specifications and number in indicated in the contract.

5, manufacturing process and delivery status

5.1 steel should be calm steel, in line with the A6 / A6M austenitic grain size requirement;

5.2 the liquid steel must be vacuum processing;

5.3 steel plate to the tempering state delivery.

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