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METHOD TO CONSTRUCT WELL OF SMALL DIAMETER IN COMPLEX ROCKS

机译:复杂岩石中小直径井的构造方法

摘要

FIELD: mining.;SUBSTANCE: direction is drilled with a chisel with diameter of 393.7 mm for the depth of 30-50 m, cased with a string with diameter of 324 mm, and the casing string annulus is cemented. From the direction a well is drilled on a natural aqueous suspension for an intermediate collar pipe with a chisel with a diameter of 295.3 mm for the depth of 150-190 m, at the same time the zone of landslides and absorbing for 20-40 m lower. In the zone of landslide and absorbing sludge is washed from a bottomhole by drilling mud with density of 1.12-1.20 g/cm3. The drilled well is cased with a string with diameter of 245-273 mm, and the casing string annulus is cemented by filling of cement mortar at the bottom and on the top to filling of the zone of landslides and absorbing. From the intermediate collar pipe they drill a collar pipe with a chisel with a diameter of 215.9 mm for the depth of 260-350 m at the natural aqueous suspension, at the same time the second zone of landslides and absorbing is tunneled for 100-150 m below. In the zone of landslides and absorbing the sludge is washed from the bottomhole with drilling mud with density of 1.12-1.20 g/cm3, cased with a string of 178 mm in diameter, and the casing string annulus is cemented by pouring of the cement mortar at the bottom and top before pouring of the zone of landslides and absorbing. From the collar pipe they drill a well for an operating string with a chisel with diameter of 144-155.6 mm to design elevation, the operating string with a diameter of 114 mm is lowered, the casing string annulus is cemented. Ending of the well may be arranged with a horizontal shaft.;EFFECT: method improvement.;2 cl
机译:领域:采矿;实体:用直径393.7毫米的凿子在30至50 m的深度上钻凿方向,用直径324毫米的套管装套管,并固结套管柱环空。从方向上,在天然含水悬浮液上钻一口井,以钻凿直径为295.3 mm的中间环管,深度为150-190 m,同时滑坡和吸收区域为20-40 m降低。在滑坡区和吸收性污泥通过钻探密度为1.12-1.20 g / cm 3 的泥浆从井底冲刷而出。所钻的井用直径为245-273 mm的管柱装套管,并通过在底部和顶部填充水泥砂浆来填满套管柱环空,以填满滑坡带并吸收。他们从中间的套管钻出直径为215.9毫米的凿子的套管,在天然水悬浮液中钻入深度为260-350 m,同时在第二个滑坡区和吸收区开挖100-150米以下。在滑坡和吸收污泥的区域,用密度为1.12-1.20 g / cm 3 的钻探泥浆从井底冲洗掉,用直径178 mm的套管装套管,套管套管环空。在浇筑滑坡区和吸收层之前,先在底部和顶部浇注水泥砂浆,使水泥固结。他们从轴环管上钻了一个直径为144-155.6 mm的凿子至设计标高的作业管柱的井,降低了直径为114 mm的作业管柱,胶合了套管柱环空。井的末端可以布置水平轴。效果:方法改进; 2 cl

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