唐洋, 谢娜, 熊浩宇, 何胤, 黄顺潇. 煤炭地下气化高温喷淋井筒温度应力场研究[J]. 煤田地质与勘探.
引用本文: 唐洋, 谢娜, 熊浩宇, 何胤, 黄顺潇. 煤炭地下气化高温喷淋井筒温度应力场研究[J]. 煤田地质与勘探.
TANG Yang, XIE Na, XIONG Haoyu, HE Yin, HUANG Shunxiao. Thermal stress field of high-temperature spray wellbore for underground coal gasification[J]. COAL GEOLOGY & EXPLORATION.
Citation: TANG Yang, XIE Na, XIONG Haoyu, HE Yin, HUANG Shunxiao. Thermal stress field of high-temperature spray wellbore for underground coal gasification[J]. COAL GEOLOGY & EXPLORATION.

煤炭地下气化高温喷淋井筒温度应力场研究

Thermal stress field of high-temperature spray wellbore for underground coal gasification

  • 摘要: 煤炭地下气化是对传统物理采煤技术补充的新一代化学采煤技术。气化过程中井筒受到高温和内压载荷的共同作用。针对煤炭地下气化生产井井身结构特点,基于传热理论建立了环空喷淋注水降温条件下的井筒瞬态温度计算模型,结合井筒压力模型基础上,根据弹性力学及壁圆筒理论建立了套管–水泥环–地层围岩组合体温度应力场计算模型。结果表明:高温时,井筒各部分因热膨胀或热收缩受限制而使井筒应力增加。在自然降温条件下套管、水泥环的理论计算最大应力分别为2 640.6、151.3 MPa,均超过本身材料许用压应力,在不考虑温度时,套管、水泥环轴向应力分别只有28.4、15 MPa,远小于考虑温度时的结果;在环空注水降温方式下,通过控制喷淋腔温度能够有效降低井筒应力;随着套管内压增大,井筒应力也随之增大,且套管内压变化会造成套管和水泥环应力方向发生改变,在对其进行强度校核时需要分情况讨论;在水泥环两侧交面处的应力落差一般较大,水泥环性能参数也与井筒应力密切相关,随着水泥环弹性模量降低或泊松比增加套管—水泥环的应力随之降低,即胶结性能好,高韧性、高泊松比性能的水泥环材料能够降低套管—水泥环应力。上述研究认识可以为煤炭地下气化生产井结构设计及生产工艺提供借鉴。

     

    Abstract: As a supplement to traditional physical coal mining technology, Underground coal gasification(UCG) is a new generation of chemical coal mining technology. During the gasification process, the wellbore is subjected to a combination of high temperature and internal pressure loads. Aiming at the structural characteristics of the wellbore of UCG production wells, based on the heat transfer theory, the calculation model of the transient temperature of the wellbore under the cooling condition of annular spray water injection is established. Based on the wellbore pressure model, the calculation model of the wellbore is established according to the theory of elasticity and the wall cylinder. The calculation model of the temperature stress field of the casing-cement sheath-formation rock combination is established, and the engineering calculation software of the thermal stress field is formed, and the influence law of different factors on the stress of the casing-cement sheath is analyzed. At high temperature, the stress of each part of the wellbore increases due to the limitation of thermal expansion or thermal shrinkage. Under the condition of natural cooling, the theoretically calculated maximum stresses of the casing and cement sheath are 2 640.6 MPa and 151.3 MPa respectively, which exceed the allowable compressive stress of the material itself. The axial stress of casing and cement sheath is only 28.4 MPa and 15 MPa respectively, which is far less than the result when the temperature is considered. Under the cooling mode of annular water injection, the wellbore stress can be effectively reduced by controlling the temperature of the spray chamber. With the increase of casing internal pressure, the wellbore stress also increases, and the change of casing internal pressure will cause the stress direction of casing and cement sheath to change, and it needs to be discussed on a case-by-case basis when checking its strength. The stress drop at the intersection of both sides of the cement sheath is generally larger, and the performance parameters of the ratio increases, the stress of the casing-cement sheath decreases, that is, the cement sheath material with good bonding performance, high toughness, and high Poisson's ratio can reduce the casing-cement sheath stress. The above results can provide a reference for the structural design and production process of UCG production wells.

     

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