Method for filling transverse joints in lining of underground gas storage and underground gas storage

A gas storage and lining technology, which is applied in wellbore lining, tunnel lining, underground chamber, etc., can solve the problems of loss of sealing, poor gas sealing of underground gas storage, poor sealing and sealing performance, etc.

Active Publication Date: 2022-02-01
华能浙江平湖海上风电有限责任公司
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Problems solved by technology

[0003] The purpose of the present invention includes providing a method for filling transverse joints in the lining of an underground gas storage and an underground gas storage, so as to solve the problem that the backfilling parts in the existing underground gas storage have poor sealing and sealing performance on the transverse joints, resulting in loss of alignment of the lining. The role of surrounding rock sealing in the gas storage, and the technical problem of poor gas sealing in the underground gas storage

Method used

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  • Method for filling transverse joints in lining of underground gas storage and underground gas storage
  • Method for filling transverse joints in lining of underground gas storage and underground gas storage
  • Method for filling transverse joints in lining of underground gas storage and underground gas storage

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Embodiment Construction

[0027] In order to make the above objects, features and advantages of the present invention more comprehensible, specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0028] This embodiment provides an underground gas storage, such as figure 1 As shown, it includes a concrete lining 300 and a backfill 200. The concrete lining 300 is laid on the surrounding rock of the gas storage 100, and the concrete lining 300 includes a plurality of blocks, along the longitudinal direction of the surrounding rock 100 of the gas storage, between adjacent blocks A transverse seam is formed, and the backfill 200 is filled in the transverse seam. Among them, the concrete lining 300 can support the surrounding rock 100 of the gas storage, and there are transverse joints ...

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Abstract

The invention provides a method for filling transverse joints in the lining of an underground gas storage and the underground gas storage, and relates to the technical field of underground gas storage. The method for filling transverse joints in the lining of an underground gas storage includes the following steps: determining the positions of multiple backfill pieces relative to the surrounding rock of the gas storage, and the multiple backfill pieces divide the surrounding rock of the gas storage into multiple filling areas; Filled with concrete, which sets to form a concrete lining. The underground gas storage includes concrete lining and backfill, the concrete lining is laid on the surrounding rock of the gas storage, and the concrete lining includes a plurality of blocks, along the longitudinal direction of the surrounding rock of the gas storage, transverse joints are formed between adjacent blocks , the backfill is filled in the transverse seam by the above-mentioned caulking method. In this underground gas storage lining transverse joint filling method, the backfill is used as the construction component of the concrete lining. The airtightness of the gas storage is correspondingly better.

Description

technical field [0001] The invention relates to the technical field of underground gas storage, in particular to a method for filling transverse joints in the lining of an underground gas storage and the underground gas storage. Background technique [0002] The use of underground gas storage for gas storage has the advantages of large storage capacity, long service life, and high safety factor. Among them, underground gas storage is generally equipped with a concrete layer as a lining in the surrounding rock of the gas storage to support and seal the surrounding rock. Due to the wide temperature range of the underground gas storage, which can vary between 0°C and 100°C, the concrete lining will expand and shrink along the longitudinal direction of the underground gas storage, which will affect the adhesion between the concrete lining and the surrounding rock. In order to eliminate the impact of the thermal expansion and contraction deformation of the concrete lining caused ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21F17/16E21F17/00E21D11/10
CPCE21F17/16E21F17/00E21D11/10
Inventor 冷鹏蒋中明杨晓东唐栋杜伟安章建康李志峰吴旭东秦威路建林
Owner 华能浙江平湖海上风电有限责任公司
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