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松软围岩巷道高渗透性无机材料注浆加固技术

Grouting reinforcement technology with high permeability inorganic materials in soft surrounding rock roadways

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为了研究高渗透性无机材料在松软围岩巷道进行注浆加固技术,以新景矿15124工作面回风巷为研究对象,通过地面试验及现场试验,分析了注浆材料性能.结果表明,高渗透性无机材料以超细水泥、微硅粉、粉煤灰与减水计组成,按0.73∶0.14∶0.12∶0.01的比例进行配比使用,材料初凝时间约为3 h、终凝时间约为24 h,其注浆时所形成的网络固结体,最终的抗压强度可达到35 MPa.材料颗粒主要为块状和片状,内部孔隙裂隙较少,致密性高,不易与水大面积反应.巷道内使用该材料注浆加固后,巷道深部裂隙宏观裂隙被封堵、离层填平;巷道表面顶底板累计移近量减小了 71.95%,两帮累计移近量减小了 74.6%.采用高渗透性无机材料加固后,巷道围岩变形效果得到了明显的控制.
In order to study the grouting reinforcement technology of high permeability inorganic materials in soft surrounding rock road-ways,the performance of grouting materials was analyzed through ground and on-site experiments in the return air roadway of the No.15124 working face of Xinjing Coal Mine.The results showed that,high permeability inorganic materials are composed of ultrafine ce-ment,micro silica powder,fly ash,and water reducing agent,and were used in a ratio of0.73∶0.14∶0.12∶0.01.The initial setting time of the material was about 3 hours,and the final setting time was about 24 hours.The network consolidation formed during grouting can a-chieve a final compressive strength of 35 MPa.The material particles were mainly block and sheet shaped,with fewer internal pores and cracks,high density,and were not easy to react with water on a large area.After using this material for grouting reinforcement in the roadway,the macroscopic cracks in the deep part of the roadway were sealed and the separation layer was filled.The cumulative deform-ation of the roof and floor of the roadway surface decreased by 71.95%,and the cumulative deformation of the two sides decreased by 74.6%.After using high permeability inorganic materials for reinforcement,the deformation effect of the surrounding rock of the road-way has been significantly controlled.

soft surrounding rockhigh permeabilityinorganic materialsgrouting reinforcement

范军平、刘玉德、仇晋忠、张靖、杨国栋

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山西华阳集团新能股份有限公司,山西阳原 045000

华北科技学院 矿山安全学院,河北廊坊 065201

松软围岩 高渗透 无机材料 注浆加固

河北省自然科学基金面上项目

E2022508046

2024

能源与环保
河南省煤炭科学研究院有限公司 河南省煤炭学会

能源与环保

CSTPCD
影响因子:0.221
ISSN:1003-0506
年,卷(期):2024.46(5)