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TWO-STAGE CONSTRUCTION METHOD FOR LARGE SCALE LNG UNDERGROUND TANK AND COMPOSITE UNDERGROUND TANK STRUCTURE

机译:大型LNG地下储罐及复合地下储罐结构的两阶段施工方法

摘要

PURPOSE:To construct a large scale LNG underground tank safely at a low cost by a method having the same content as that of a freezing method through utilization of freezing of a ground by means of the cold heat of LNG stored in a small scale LNG underground tank. CONSTITUTION:An underground tunnel in an annular shape in a horizontal direction is excavated in a plurality of rings in the outer periphery of the construction position of a large scale LNG underground tank 2 and a heat insulating material 6 and a membrane 7 are arranged as a lining on the inner surface of a structural body. Airtightness is ensured by using the membrane 7 to build a first stage small scale LNG underground tank 1. LNG is stored for a feed in the small scale LNG underground tank 1. After it is confirmed that the freeze region 8 of a ground occurring owing to a feed is developed to a degree at which no problem arises, the inner ground of the ring is excavated to build a non-freezing type large scale LNG underground tank 2.
机译:目的:通过利用储存在小型LNG地下的LNG的冷热来利用地面的冻结,以与冻结方法相同的方法,以低成本安全地建造大型LNG地下储罐。坦克。组成:在大型LNG地下储罐2的施工位置的外围,沿水平方向开挖成环形的地下隧道,并设置了隔热材料6和膜7。衬砌在结构体的内表面上。通过使用膜7建造第一级小型LNG地下罐1来确保气密性。LNG被存储在小型LNG地下罐1中作为进料。在确认到地面的冻结区域8由于将饲料开发到不会出现问题的程度,开挖环的内地面以建造非冷冻型大型LNG地下储罐2。

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