张振永, 张文伟, 周亚薇, 薄国公, 邹宇. 中俄东线OD 1 422 mm埋地管道的断裂控制设计[J]. 油气储运, 2017, 36(9): 1059-1064. DOI: 10.6047/j.issn.1000-8241.2017.09.013
引用本文: 张振永, 张文伟, 周亚薇, 薄国公, 邹宇. 中俄东线OD 1 422 mm埋地管道的断裂控制设计[J]. 油气储运, 2017, 36(9): 1059-1064. DOI: 10.6047/j.issn.1000-8241.2017.09.013
ZHANG Zhenyong, ZHANG Wenwei, ZHOU Yawei, BO Guogong, ZOU Yu. The fracture control design of the OD 1 422 mm buried pipeline in China-Russia Eastern Gas Pipeline[J]. Oil & Gas Storage and Transportation, 2017, 36(9): 1059-1064. DOI: 10.6047/j.issn.1000-8241.2017.09.013
Citation: ZHANG Zhenyong, ZHANG Wenwei, ZHOU Yawei, BO Guogong, ZOU Yu. The fracture control design of the OD 1 422 mm buried pipeline in China-Russia Eastern Gas Pipeline[J]. Oil & Gas Storage and Transportation, 2017, 36(9): 1059-1064. DOI: 10.6047/j.issn.1000-8241.2017.09.013

中俄东线OD 1 422 mm埋地管道的断裂控制设计

The fracture control design of the OD 1 422 mm buried pipeline in China-Russia Eastern Gas Pipeline

  • 摘要: 中俄东线天然气管道是中国首条大口径OD 1 422 mm输气管道,途经东北严寒地区,钢级为X80、设计压力为12 MPa,其断裂控制设计是难点。结合断裂失效模式,明确了该工程断裂失效的控制原则。根据中俄东线管输天然气组份、管道壁厚、流变应力、运行温度及管沟回填等参数,采用断裂力学理论及相关模型计算了钢管焊缝和热影响区的起裂韧性、钢管管体止裂韧性以及环焊缝的起裂韧性,制定了中俄管道的钢管和环焊缝韧性指标。对比工程推荐采用的指标,该断裂韧性推荐指标在符合计算需求量的基础上,均有一定的裕量,能够满足管道的断裂控制要求。同时为了确保管道吊装下沟时环焊缝安全,对管道的韧脆转变温度和下沟温度下限值提出了建议。

     

    Abstract: The China-Russia Eastern Gas Pipeline is the first large-diameter natural gas pipeline (OD 1422 mm) in China, and it runs through the cold region of Northeast China where the temperature is lower. Its steel grade is X80 and design pressure is 12 MPa. And it is faced with the difficulty of fracture control design. In this paper, the principle to control fracture failure of this project was confirmed based on the fracture failure modes. Then, according to the parameters of China-Russia Eastern Gas Pipeline (e.g. natural gas composition, pipe wall thickness, flow stress, operation temperature and trench backfill), the crack initiation toughness of steel pipe's welding seam and heat affected zone, the crack arrest toughness of steel pipe body and the crack initiation toughness of girth weld were calculated by using the fracture mechanics theory and the related model. And finally, the toughness indexes of steel pipe and girth weld in this project were formulated. On the basis of the index recommended and adopted in the engineering, these toughness indexes still have some margins while the calculated demand is satisfied, so they can meet the requirements of pipeline fracture control. Furthermore, the recommendations on the toughness-brittleness transition temperature of pipeline and the lower limit of lowering temperature were proposed to ensure the safety of girth weld during the lowering of the pipe.

     

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