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哈拉沟矿1#主斜井改造(Reconstruction of 1# main inclined shaft in)
哈拉沟矿1#主斜井改造(Reconstruction of 1# main inclined shaft in)
This article is contributed by ym6336062
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Operation regulation for reconstruction of No. 1 main inclined shaft in mine
A project overview: (a) No. 1, the transformation of the main shaft section length is 1294.09m, lower volume was 4691m3, enlarged, the top pick is 6641m3, the broken arch concrete floor 2671m3, volume 1242m3, concrete spraying quantity is 575m3, the amount of backfill for 148m3. (two), Lian Xiang transformation and open Lian Xiang: pull bottom volume was 127.5m3, enlarged, the top pick is 277.5m3, open the contact tunneling amount is 274m3, the concrete floor was 47m3, concrete spraying quantity is 29m3, Lian Xiang brick is 60m3 closed, closed wall surrounding the reinforcement of phi 16 * 1800mm anchor 86. Roof support form refers to large roadway support. (three) drain and drain cover: the excavation amount of ditch is 141m3, the concrete quantity is 74m3, and the cross ditch cover plate is 32.4m. (four) water storage: the expanding capacity is 12m3, the excavation quantity is 75m3, and the roof support form refers to the main roadway support. (five) concrete strength grade: concrete floor mark is C25, spraying concrete mark is C20. Two, roadway parameters and support: (1) roadway parameters 1, 1 - 1, section width 4500 * 30mm. 2. The width of the roadway section is the same as that of the lane. (two) roadway support 1; roadway support adopts anchor bolt and steel wire mesh shotcrete combined support. Shotcrete thick 50mm.
2, the anchor arrangement: rectangular arrangement, row spacing 1000 * 1200mm. (three) support materials and specifications 1, anchor Phi 16 * 1800mm. 2 resin ZK type Phi 35 * 400mm. 3, Tito in 120 * 120 * 10 mm. 4, steel mesh phi 6 x 200 * 200 mm. Three, construction preparation: (a) 1, drawings and technical preparations.
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