水电用1 000 MPa级高强钢焊接冷裂纹敏感性

Welding cold crack sensitivity of 1 000 MPa high-strength steel for hydropower

  • 摘要:
    目的 该文以国产水电用1 000 MPa级高强钢为研究对象,对其焊接冷裂纹敏感性开展研究。
    方法 以碳当量、板厚、熔敷金属扩散氢含量和焊接热输入为影响因素,进行了预热温度的理论计算;通过铁研试验确定了打底焊预热温度;通过插销试验确定了不同预热温度下的临界断裂应力。
    结果 结果表明,钢板理论预热温度为133 ℃;采用热输入为7.4 kJ/cm的打底焊时,预热温度不应低于125 ℃;在不预热条件下,钢板的临界断裂应力为550 MPa;预热80 ℃时,钢板的临界断裂应力为850 MPa;预热温度超过100 ℃时,钢板的临界断裂应力为1 025 MPa。
    结论 厚度为80 mm的水电用1 000 MPa级高强钢具有一定的冷裂纹倾向,结合实际工程应用,建议焊前预热125 ℃以上,道间温度不低于125 ℃,以避免根部和热影响区产生冷裂纹。

     

    Abstract: Objective This article focuses on cold cracking sensitivity of domestically produced 1 000 MPa high-strength steel (HSS) for hydropower applications. Methods Theoretical calculations of preheating temperature were conducted with carbon equivalent, plate thickness, diffusion hydrogen content of deposited metal, and welding heat input as influencing factors. The preheating temperature for backing welding was determined through TEKKEN test. The critical fracture stress at different preheating temperatures was determined through implant test. Results The results show that theoretical preheating temperature of steel plate is 133 ℃. Preheating temperature for backing welding with a heat input of 7.4 kJ/cm should not be lower than 125 ℃. Under no preheating conditions, critical fracture stress of steel plate is 550 MPa. When preheated to 80 ℃, critical fracture stress of steel plate is 850 MPa. When preheating temperature exceeds 100 ℃, critical fracture stress of steel plate is 1 025 MPa. Conclusion 1 000 MPa high-strength steel with a thickness of 80 mm for hydropower has a certain tendency towards cold cracking. Based on practical engineering applications, it is recommended to preheat at least 125 ℃ before welding, and interpass temperature should not be lower than 125 ℃ to avoid cold cracking at the root and heat affected zone.

     

/

返回文章
返回