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CN103628911A - Fully-mechanized coal mining/ caving working face sectional type gob-side entry retaining method - Google Patents

Fully-mechanized coal mining/ caving working face sectional type gob-side entry retaining method Download PDF

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CN103628911A
CN103628911A CN201310649391.5A CN201310649391A CN103628911A CN 103628911 A CN103628911 A CN 103628911A CN 201310649391 A CN201310649391 A CN 201310649391A CN 103628911 A CN103628911 A CN 103628911A
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filling
mining
roadway
segmented
working face
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CN103628911B (en
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陈勇
柏建彪
王襄禹
赵地杰
张自政
袁龙飞
马长乐
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China University of Mining and Technology CUMT
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Abstract

一种综采/放工作面分段式沿空留巷方法,属于矿井支护领域。包括在回采工作面两侧布置进风巷和回风巷、外圈进风巷和外圈回风巷之间留设护巷煤柱,还包括以下步骤:在回采工作面的端头液压支架之间或在端头液压支架后方顶板处加强支护;在端头液压支架后方架设钢筋网辅助充填体成型,在钢筋网上吊挂充填袋,并在钢筋网外围设置液压支柱;将混合均匀的高水材料浆液灌入吊挂在钢筋网内的充填袋内,等充填浆液凝固后,撤除液压支柱,对充填体进行加固,完成充填墙的施工;将回风用联络巷后部沿空留巷与后方的巷道及联络巷填充密闭;其工艺简单、方便施工、工人易掌握、充填体承载能力高、断面大、井下辅助运输量小且安全可靠性高。

Figure 201310649391

The invention relates to a segmented gob-side entry retention method in a fully mechanized mining/caving working face, which belongs to the field of mine support. It includes arranging the air inlet and return airways on both sides of the mining face, setting coal pillars between the outer ring air inlet and outer ring air return roads, and also includes the following steps: hydraulic support at the end of the mining face Strengthen the support between the ends or at the top plate behind the hydraulic support at the end; set up a reinforcement mesh behind the hydraulic support at the end to assist the formation of the filling body, hang the filling bag on the reinforcement mesh, and set hydraulic props around the reinforcement mesh; The water material slurry is poured into the filling bag suspended in the steel mesh. After the filling slurry is solidified, the hydraulic prop is removed, the filling body is reinforced, and the construction of the filling wall is completed; It is filled and sealed with the roadway and connecting roadway behind; its process is simple, convenient for construction, easy for workers to master, high in filling body bearing capacity, large in section, small in underground auxiliary transportation volume and high in safety and reliability.

Figure 201310649391

Description

一种综采/放工作面分段式沿空留巷方法A segmented gob-side entry retention method in fully mechanized mining/caving face

技术领域 technical field

本发明涉及一种沿空留巷方法,尤其是一种适用于井下临时或永久支护的综采/放工作面分段式沿空留巷方法。 The invention relates to a gob-side entry retaining method, in particular to a segmented gob-side entry entry method suitable for underground temporary or permanent support in fully mechanized mining/caving working faces.

背景技术 Background technique

目前,对瓦斯的治理通常为先抽后采、边采边抽等综合治理方式,但对于吸附性强、瓦斯含量大的煤层,采用抽采的方法需要较长的时间,往往影响回采工作面接替,一些高瓦斯矿井采用双U型通风方法、增加配风量、降低工作面上隅角及回风顺槽瓦斯浓度,达到安全开采的目标。 At present, the treatment of gas usually adopts comprehensive management methods such as drainage before mining, mining while mining, etc. However, for coal seams with strong adsorption and high gas content, it takes a long time to adopt the method of drainage, which often affects the mining face. Instead, some high-gas mines adopt the double U-shaped ventilation method, increase the air distribution volume, reduce the upper corner of the working face and the gas concentration of the return air channel, and achieve the goal of safe mining.

为避免工作面上隅角及回风顺槽瓦斯超标,需要在工作面采过后将工作面后方至联络巷之间的一段回风顺槽保留下来,分流回风顺槽中瓦斯含量,当工作面推进到下一个联络巷时,密闭原先采空区后方的联络巷、打开下一个联络巷,两个联络巷之间所保留的巷道即完成任务。以前常采用木垛进行护巷,导致坑木消耗量大,不仅留巷成本大、不环保,而且木垛属于易燃支护品,工人劳动强度大、辅助运输工作量大、施工速度慢;同时,在采空区后方回风顺槽顶板旋转下沉作用下,支护强度较低的木垛易发生失稳破坏,堵塞留巷,影响上隅角瓦斯向瓦排巷顺利排放。 In order to avoid excessive gas in the corners of the working face and in the return air trough, it is necessary to reserve a section of the return air trough between the back of the working face and the connecting roadway after the mining of the working face, and divert the gas content in the return air trough, and when the work When the face advances to the next connection roadway, the connection roadway behind the original goaf is closed, the next connection roadway is opened, and the remaining roadway between the two connection roadways completes the task. In the past, wooden piles were often used for roadway protection, which resulted in a large consumption of pit logs. Not only the cost of retaining the roadway was high, and it was not environmentally friendly, but also the wooden piles were flammable support products, which required high labor intensity for workers, heavy auxiliary transportation workload, and slow construction speed; At the same time, under the action of the return wind behind the goaf and the rotation and sinking of the trough roof, the wooden piles with low support strength are prone to instability and damage, blocking the roadway retention, and affecting the smooth discharge of gas to the tile row roadway at the upper corner.

发明内容 Contents of the invention

本发明的目的是克服已有技术中的不足之处,提供一种施工简单、机械化程度高、占用空间小、支撑能力大、经济效益好的高水材料充填体构筑分段式沿空留巷。 The purpose of the present invention is to overcome the deficiencies in the prior art, and provide a segmented gobside entry retention with high water material filling body construction with simple construction, high degree of mechanization, small space occupation, large supporting capacity and good economic benefits .

为实现上述技术目的,本发明的综采/放工作面分段式沿空留巷方法包括在回采工作面两侧布置进风巷和回风巷、外圈进风巷和外圈回风巷之间留设护巷煤柱,其还包括以下步骤: In order to achieve the above technical purpose, the segmented gobside entry retention method of fully mechanized mining/caving working face of the present invention includes arranging air inlet lanes and air return lanes on both sides of the mining face, outer ring air inlet lanes and outer ring return air lanes A roadway coal pillar is left between, and it also includes the following steps:

a.在煤矿井下巷道中随回采工作面的推进,在回采工作面的端头液压支架之间或在端头液压支架后方顶板处打入锚杆或锚索; a. In the coal mine underground roadway, with the advancement of the mining face, the anchor rod or anchor cable is driven between the end hydraulic supports of the mining face or at the roof behind the end hydraulic supports;

b.在端头液压支架后方架设钢筋网辅助充填体成型并加固充填体,在钢筋网上吊挂充填袋,并在钢筋网外围设置多根单体液压支柱; b. Reinforced mesh is erected behind the end hydraulic support to assist the filling body to form and reinforce the filling body, hang the filling bag on the reinforced mesh, and set multiple single hydraulic props around the reinforced mesh;

c.将混合均匀的高水材料浆液灌入吊挂在钢筋网内的充填袋内,等充填浆液凝固后,撤除单体液压支柱,用对拉锚杆对充填体进行加固,完成1垛充填墙的施工; c. Pour the uniformly mixed high-water material slurry into the filling bag suspended in the steel mesh. After the filling slurry is solidified, remove the single hydraulic prop, and reinforce the filling body with the pull anchor rod to complete a stack of filling walls. construction;

d.重复步骤a、b、c,完成连续的充填墙体; d. Repeat steps a, b, and c to complete continuous wall filling;

e.将回风用联络巷后部1~2m处的沿空留巷与后方的巷道及联络巷填充密闭; e. Fill and seal the gob-side entry at 1-2m behind the connection roadway for return air, and the rear roadway and connection roadway;

f.当回采工作面推过下一个联络巷时,重复步骤d。 f. When the mining face pushes through the next lane, repeat step d.

所述联络巷的间距为40~100m;所述钢筋网网络大小为40~100mm,钢筋网钢筋的直径为4~8mm;所述对拉锚杆直径为18~26mm;所述充填袋采用阻燃、抗静电材料的充填袋。 The distance between the connecting lanes is 40 ~ 100m; the size of the steel mesh network is 40 ~ 100mm, and the diameter of the steel mesh reinforcement is 4 ~ 8mm; the diameter of the anchor rod is 18 ~ 26mm; Flammable, antistatic material filled bags.

有益技术效果:本发明的综采/放工作面分段式沿空留巷方法,使用混合均匀的高水材料浆液灌入吊挂在钢筋网内的充填袋内,等充填浆液凝固后形成充填墙,并使用对拉锚杆对充填体进行加固,其工艺简单、方便施工、工人易掌握、充填体承载能力高、断面大、井下辅助运输量小且安全可靠性高,在本技术领域内具有广泛的实用性。 Beneficial technical effects: The segmented gobside entry retention method of fully mechanized mining/caving working face of the present invention uses evenly mixed high-water material slurry to pour into the filling bag suspended in the steel mesh, and forms filling after the filling slurry is solidified wall, and the filling body is strengthened by pulling anchor rods. The process is simple, convenient for construction, easy for workers to grasp, high in the loading capacity of the filling body, large in section, small in underground auxiliary transportation, and high in safety and reliability. Has a wide range of practicability.

附图说明 Description of drawings

图1是本发明的综采/放工作面分段式沿空留巷的实例结构示意图。 Fig. 1 is a schematic structural diagram of an example of the segmented gob-side entry retention of the fully mechanized mining/caving face of the present invention.

图中:1-液压支架,2-进风巷,3-外圈进风巷,4-采空区,5-充填墙体,6-护巷煤柱,7-外圈回风巷,8-回风巷,9-密闭墙,10-充填袋,11-单体液压支柱,12-钢筋网,13-联络巷,14-密闭隔墙。 In the figure: 1-Hydraulic support, 2-Inlet airway, 3-Outer circle air inlet lane, 4-Goaf, 5-Filling wall, 6-Protection coal pillar, 7-Outer circle return airway, 8 - return air lane, 9 - airtight wall, 10 - filling bag, 11 - single hydraulic prop, 12 - steel mesh, 13 - contact alley, 14 - airtight partition wall.

具体实施方式 Detailed ways

下面将结合附图对本发明的一个实施例作进一步的详细描述: An embodiment of the present invention will be described in further detail below in conjunction with accompanying drawing:

如图1所示,本发明的综采/放工作面分段式沿空留巷方法,包括在回采工作面两侧布置进风巷2和回风巷8、外圈进风巷3和外圈回风巷7,回风巷8与外圈回风巷7之间留设护巷煤柱6,还包括以下步骤: As shown in Figure 1, the segmented gobside entry retention method of the fully mechanized mining/caving working face of the present invention includes arranging the air inlet lane 2 and the air return lane 8 on both sides of the mining face, the outer ring air inlet lane 3 and the outer air inlet lane. Circle the return air alley 7, and leave the protective alley coal pillar 6 between the return air alley 8 and the outer circle return air alley 7, and also include the following steps:

a.在煤矿井下巷道中随回采工作面的推进,在回采工作面的端头液压支架1之间或在端头液压支架1后方顶板处打入锚杆或锚索; a. In the coal mine underground roadway, with the advancement of the mining face, the anchor rod or anchor cable is driven between the end hydraulic supports 1 of the mining face or at the roof behind the end hydraulic support 1;

b.在端头液压支架后方架设钢筋网12辅助充填体成型并加固充填体,在钢筋网12上吊挂充填袋10,并在钢筋网12外围设置多根单体液压支柱11,所述钢筋网12的网络大小为40~100mm,钢筋网12钢筋的直径为4~8mm; b. Reinforced mesh 12 is erected behind the end hydraulic support to assist the filling body to form and reinforce the filling body, hang the filling bag 10 on the reinforced mesh 12, and set a plurality of single hydraulic props 11 on the periphery of the reinforced mesh 12, the reinforced mesh 12 The size of the network is 40~100mm, and the diameter of the reinforcement mesh 12 steel bars is 4~8mm;

c.将混合均匀的高水材料浆液灌入吊挂在钢筋网内的充填袋10内,等充填浆液凝固后,撤除单体液压支柱11,用对拉锚杆对充填体进行加固,完成1垛充填墙的施工,所述对拉锚杆直径为18~26mm;所述充填袋采用阻燃、抗静电材料的充填袋; c. Pour the uniformly mixed high-water material slurry into the filling bag 10 suspended in the steel mesh, and after the filling slurry solidifies, remove the single hydraulic prop 11, and reinforce the filling body with the anchor rod to complete a pile of filling For the construction of the wall, the diameter of the anchor rod is 18-26mm; the filling bag is made of flame retardant and antistatic material;

d.重复步骤a、b、c,完成连续的充填墙体5; d. Repeat steps a, b, and c to complete the continuous wall filling 5;

e.将回风用联络巷13后部1~2m处的沿空留巷与后方的巷道及联络巷14填充密闭;所述联络巷13的间距为40~100m;该联络巷13的中间设有密闭墙9,靠近工作面的联络巷13打开密闭墙9,将污流经联络巷13进入外圈回风巷7,形成两进两回的通风系统,降低工作面上隅角瓦斯含量和分流回风巷8中的瓦斯含量; e. Fill and seal the gob-side retention at 1-2m behind the connecting alley 13 for return air, the rear roadway and the connecting alley 14; the distance between the connecting alleys 13 is 40-100m; Wall 9, the connection lane 13 close to the working surface opens the airtight wall 9, and the sewage flows through the connection lane 13 into the return air lane 7 of the outer ring, forming a two-inlet and two-back ventilation system, reducing the gas content in the upper corner of the working surface and diverting backflow. Gas content in wind lane 8;

f.当回采工作面推过下一个联络巷13时,重复步骤d。 f. When the mining face pushes through the next roadway 13, repeat step d.

靠近工作面的联络巷13打开密闭墙9,将污流经联络巷13进入外圈回风巷7,形成两进两回的通风系统,降低工作面上隅角瓦斯含量和分流回风巷8中的瓦斯含量。 The connection lane 13 close to the working face opens the airtight wall 9, and the sewage flows into the outer return air lane 7 through the communication lane 13, forming a two-inlet and two-return ventilation system, reducing the gas content in the upper corner of the working face and diverting the return air lane 8 gas content in.

Claims (5)

1. 一种综采/放工作面分段式沿空留巷方法,包括在回采工作面两侧布置进风巷(2)和回风巷(8)、外圈进风巷(3)和外圈回风巷(7) 之间留设护巷煤柱(6),其特征在于,还包括以下步骤: 1. A method for segmented gobside entry retention in fully mechanized mining/caving working faces, comprising arranging air inlet lanes (2) and air return lanes (8), outer ring air inlet lanes (3) and air return lanes (8) on both sides of the mining face A roadway protection coal pillar (6) is left between the return air lanes (7) in the outer ring, and the feature is that it also includes the following steps: a.在煤矿井下巷道中随回采工作面的推进,在回采工作面的端头液压支架(1)之间或在端头液压支架(1)后方顶板处打入锚杆或锚索; a. In the coal mine underground roadway, with the advancement of the mining face, the anchor rod or anchor cable is driven between the end hydraulic supports (1) of the mining face or at the roof behind the end hydraulic support (1); b.在端头液压支架后方架设钢筋网(12)辅助充填体成型并加固充填体,在钢筋网(12)上吊挂充填袋(10),并在钢筋网(12)外围设置多根单体液压支柱(11); b. Erection of reinforcement mesh (12) behind the hydraulic support at the end to assist the formation of the filling body and reinforce the filling body, hang the filling bag (10) on the reinforcement mesh (12), and arrange multiple single hydraulic props on the periphery of the reinforcement mesh (12) (11); c.将混合均匀的高水材料浆液灌入吊挂在钢筋网内的充填袋(10)内,等充填浆液凝固后,撤除单体液压支柱(11),用对拉锚杆对充填体进行加固,完成1垛充填墙的施工; c. Pour the uniformly mixed high-water material slurry into the filling bag (10) suspended in the steel mesh, and after the filling slurry is solidified, remove the single hydraulic prop (11), and reinforce the filling body with the anchor bolt. Complete the construction of 1 stack of filling walls; d.重复步骤a、b、c,完成连续的充填墙体(5); d. Repeat steps a, b, and c to complete the continuous filling of the wall (5); e.将回风用联络巷(13)后部1~2m处的沿空留巷与后方的巷道及联络巷(14)填充密闭; e. Fill and seal the gob-side entry at the back 1-2m of the connection roadway (13) for return air, the rear roadway and the connection roadway (14); f.当回采工作面推过下一个联络巷(13)时,重复步骤d。 f. When the mining face is pushed through the next roadway (13), step d is repeated. 2.根据权利要求1所述的综采/放工作面分段式沿空留巷方法,其特征在于:所述联络巷的间距为40~100m。 2. The segmented gob-side entry retention method for fully mechanized mining/caving working face according to claim 1, characterized in that: the distance between the connecting entryways is 40-100m. 3.根据权利要求1所述的综采/放工作面分段式沿空留巷方法,其特征在于:所述钢筋网网络大小为40~100mm,钢筋网钢筋的直径为4~8mm。 3. The segmented gobside entry retention method for fully mechanized mining/caving working face according to claim 1, characterized in that: the size of the reinforcement mesh network is 40-100 mm, and the diameter of the reinforcement mesh reinforcement is 4-8 mm. 4.根据权利要求1所述的综采/放工作面分段式沿空留巷方法,其特征在于:所述对拉锚杆直径为18~26mm。 4. The segmented gob-side entry retaining method in fully mechanized mining/caving working face according to claim 1, characterized in that: the diameter of the tie bolts is 18-26mm. 5.根据权利要求1所述的综采/放工作面分段式沿空留巷方法,其特征在于:所述充填袋采用阻燃、抗静电材料的充填袋。 5. The segmented gobside entry retention method for fully mechanized mining/caving working face according to claim 1, characterized in that: the filling bag is made of flame retardant and antistatic material.
CN201310649391.5A 2013-12-06 2013-12-06 Work plane segmented gob-side entry retaining method is adopted/put to a kind of combining Expired - Fee Related CN103628911B (en)

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CN104712360A (en) * 2015-01-14 2015-06-17 中国矿业大学 Adjustable high-adaptability formwork support for large mining height fully-mechanized face and gob-side entry retaining method
CN104727847A (en) * 2015-01-14 2015-06-24 中国矿业大学 Non chain pillar gob-side entry retaining method with filling wall self-erasure
CN110295903A (en) * 2019-06-26 2019-10-01 太原理工大学 Thin seam working surface stays the parallelogram gob-surrounded pillar setting method in lane
CN110374597A (en) * 2019-06-26 2019-10-25 陕西永明煤矿有限公司 Thin seam working surface partial mining stays the rectangle gob-surrounded pillar setting method in lane
CN110905507A (en) * 2019-12-06 2020-03-24 河南力行科创矿山技术开发有限公司 Advanced roof cutting pressure relief gob-side entry retaining process for high-gas large-mining-height high-efficiency mining working face
CN111485947A (en) * 2020-03-31 2020-08-04 扬州中矿建筑新材料科技有限公司 Method for quickly closing goaf by roof cutting, pressure relief and gob-side entry retaining
CN112610262A (en) * 2020-11-30 2021-04-06 中国矿业大学 High-water material filling device and method suitable for gob-side entry retaining
CN112627892A (en) * 2020-12-21 2021-04-09 中国矿业大学 Closed wall construction method based on reinforcing mesh and high-water-content material
CN112796757A (en) * 2021-01-26 2021-05-14 扬州中矿建筑新材料科技有限公司 Method for high-water filling material roadside filling gob-side entry retaining
CN113187486A (en) * 2021-06-03 2021-07-30 华北科技学院(中国煤矿安全技术培训中心) Gob-side entry driving method for deep well without coal pillar and formed entry
CN115492630A (en) * 2022-08-15 2022-12-20 中煤科工开采研究院有限公司 A mining roadway layout method based on gas control
CN116857001A (en) * 2023-07-27 2023-10-10 山西文龙中美环能科技股份有限公司 A kind of paste filling construction method for gob-side lane retention
CN115492630B (en) * 2022-08-15 2025-04-11 中煤科工开采研究院有限公司 A method for arranging mining tunnels based on gas control

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CN104018837A (en) * 2014-06-20 2014-09-03 中国矿业大学 Spacing-filling gob-side entry retaining method for treating dinting gangue
CN104712360A (en) * 2015-01-14 2015-06-17 中国矿业大学 Adjustable high-adaptability formwork support for large mining height fully-mechanized face and gob-side entry retaining method
CN104727847A (en) * 2015-01-14 2015-06-24 中国矿业大学 Non chain pillar gob-side entry retaining method with filling wall self-erasure
CN104727847B (en) * 2015-01-14 2016-11-02 中国矿业大学 Gobside entry retention method without coal pillars for self-elimination of filling walls
CN110374597B (en) * 2019-06-26 2021-01-29 陕西永明煤矿有限公司 Setting method of rectangular island coal pillar for partial mining entry retention in thin coal seam working face
CN110374597A (en) * 2019-06-26 2019-10-25 陕西永明煤矿有限公司 Thin seam working surface partial mining stays the rectangle gob-surrounded pillar setting method in lane
CN110295903A (en) * 2019-06-26 2019-10-01 太原理工大学 Thin seam working surface stays the parallelogram gob-surrounded pillar setting method in lane
CN110905507A (en) * 2019-12-06 2020-03-24 河南力行科创矿山技术开发有限公司 Advanced roof cutting pressure relief gob-side entry retaining process for high-gas large-mining-height high-efficiency mining working face
CN111485947A (en) * 2020-03-31 2020-08-04 扬州中矿建筑新材料科技有限公司 Method for quickly closing goaf by roof cutting, pressure relief and gob-side entry retaining
CN112610262A (en) * 2020-11-30 2021-04-06 中国矿业大学 High-water material filling device and method suitable for gob-side entry retaining
CN112627892A (en) * 2020-12-21 2021-04-09 中国矿业大学 Closed wall construction method based on reinforcing mesh and high-water-content material
CN112796757A (en) * 2021-01-26 2021-05-14 扬州中矿建筑新材料科技有限公司 Method for high-water filling material roadside filling gob-side entry retaining
CN113187486A (en) * 2021-06-03 2021-07-30 华北科技学院(中国煤矿安全技术培训中心) Gob-side entry driving method for deep well without coal pillar and formed entry
CN113187486B (en) * 2021-06-03 2023-12-12 华北科技学院(中国煤矿安全技术培训中心) Deep well non-coal pillar gob-side entry driving method and formed roadway
CN115492630A (en) * 2022-08-15 2022-12-20 中煤科工开采研究院有限公司 A mining roadway layout method based on gas control
CN115492630B (en) * 2022-08-15 2025-04-11 中煤科工开采研究院有限公司 A method for arranging mining tunnels based on gas control
CN116857001A (en) * 2023-07-27 2023-10-10 山西文龙中美环能科技股份有限公司 A kind of paste filling construction method for gob-side lane retention

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