风积砂似膏体机械化充填保水采煤技术与实践
Technology and practice of mechanized backfill mining for water protection with aeolian sand paste-like
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摘要: 针对榆阳煤矿垮落法开采导致萨拉乌苏组含水层破坏的严重问题,开发了风积砂似膏体机械化充填采煤技术。充填材料以风积砂为骨料,以碱激发粉煤灰为胶结剂,实验确定了配比为水砂比1∶1.3,质量浓度72%,初始流动度达到210 mm;提出料浆管路输送局部阻力损失计算方法,通过现场自流输送实验,得出单位长度弯头阻力损失为沿程阻力损失的4.26倍,确定了14.9大倍线自流输送管路内径,流量设计精度提高10%以上;采用充填站双制浆系统地下设备池模式,制浆能力达360 m3/h,运行能耗低;提出工作面充填空间整体密闭新方式,密封布消耗量仅为传统挂袋方式的40%。工业性实验表明,采空区充填率达98.5%,工作面无明显来压现象,顶板淋水量小于2 m3/d,地表最大下沉38 mm,满足保水开采要求,且与同类技术相比成本和生产效率均取得较大突破。Abstract: In order to overcome the serious problem of Salawusu Formation Aquifer damage caused by caving mining in Yuyang Coal Mine,the technique of mechanized backfill mining with aeolian sand paste-like was developed. Aeolian sand was used as aggregate and alkali-activated fly ash was used as cementing agent in the backfill material. Water- sand ratio was 1 ∶ 1. 3 and the mass concentration was 72% ,while slurry initial fluidity could reach 210 mm. The au- thors proposed the local resistance loss calculation method of slurry pipeline transportation,and the field gravity trans- port test results showed that the resistance loss of unit length elbow was 4. 26 times as big as the loss of resistance a- long path,thus the pipeline diameter with 14. 9 lines of self flowing was determined,and the pipeline flow design pre- cision was improved by more than 10% . The backfill capacity could reach 360 m3 / h and the running energy consump- tion was lower because of adopting backfill station model with double pulping system and underground equipment pool. The authors also put forward whole backfill space sealing which cloth consumption was only 40% of bag backfill. Industrial test showed that the backfill mining technique meet the requirements of water resources protection,primarily because the backfill rate was 98. 5% in goaf,strata behavior appeared slightly,roof water leaching was less than 2 m3 /d,and surface subsidence value was only 38 mm. There were great breakthroughs in cost and production efficiency in this technology comparing with similar one.