CN104343454B - A kind of mechanization point pillar house column mining method - Google Patents
A kind of mechanization point pillar house column mining method Download PDFInfo
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- 238000005065 mining Methods 0.000 title claims abstract description 91
- 238000000034 method Methods 0.000 title claims abstract description 18
- 239000011435 rock Substances 0.000 claims abstract description 32
- 238000005553 drilling Methods 0.000 claims abstract description 22
- 238000005520 cutting process Methods 0.000 claims abstract description 17
- 238000009423 ventilation Methods 0.000 claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 210000003462 vein Anatomy 0.000 claims description 23
- 239000002360 explosive Substances 0.000 claims description 5
- 230000007423 decrease Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000010981 turquoise Substances 0.000 claims description 3
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- 238000005474 detonation Methods 0.000 description 4
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- 239000008262 pumice Substances 0.000 description 2
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- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
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Abstract
本发明公开了一种机械化点柱式房柱采矿方法,包括采场布置、回采顺序、采准切割、回采、凿岩、顶板管理、出矿、通风。本发明有效解决了多层矿体开采过程中上下层之间的相互影响和相互制约的问题,上下层之间作业干扰小,损失贫化得到有效控制,生产成本大幅降低。
The invention discloses a mechanized point-and-pillar room-and-pillar mining method, which includes stope layout, mining sequence, mining and cutting, mining, rock drilling, roof management, mining, and ventilation. The invention effectively solves the problem of mutual influence and mutual restriction between the upper and lower layers in the mining process of the multi-layer ore body, the operation interference between the upper and lower layers is small, the loss and dilution is effectively controlled, and the production cost is greatly reduced.
Description
技术领域 technical field
本发明属于采矿技术领域,具体涉及一种机械化点柱式房柱采矿方法。 The invention belongs to the technical field of mining, and in particular relates to a mechanized point-and-pillar room-and-pillar mining method.
背景技术 Background technique
缓倾斜薄~中厚矿体的开采一直是采矿界的难题,而尤以多层缓倾斜薄~中厚矿体的开采难度最大。对于此类矿体传统的开采方法主要有分采和合采两种形式,但效果一直不是很理想,无法在生产空间上实现集约高效,达不到安全高效低成本开采的目标。国内许多矿山的生产实践表明,这些方法都在不同程度上存在问题。前者存在的突出问题是上下层之间回采作业干扰大,而且多以下行式开采方式回采,地压管理难度大,采切工程大,损失贫化高;而合采的主要问题在于控制采场顶板难度大,安全性差,矿石贫化增大,经济效益差。 The mining of gently-inclined thin-medium-thick ore bodies has always been a difficult problem in the mining industry, and the mining of multi-layered gently-inclined thin-medium-thick ore bodies is the most difficult. The traditional mining methods for this type of ore body mainly include two forms of separate mining and joint mining, but the effect has not been very satisfactory. It cannot achieve intensive and efficient production space, and cannot achieve the goal of safe, efficient and low-cost mining. The production practice of many domestic mines shows that these methods have problems to varying degrees. The outstanding problem of the former is that there is a lot of interference between the upper and lower layers of the mining operation, and most of them are mined in the downward mining mode, the ground pressure management is difficult, the mining and cutting project is large, and the loss is high; the main problem of the joint mining is to control the stope. The roof is difficult, the safety is poor, the ore depletion increases, and the economic benefit is poor.
发明内容 Contents of the invention
本发明的第一目的在于提供一种机械化点柱式房柱采矿方法。 The first object of the present invention is to provide a mechanized point-and-pillar room-and-pillar mining method.
本发明目的目的是这样实现的,包括以下步骤:采场布置、回采顺序、采准切割、回采、凿岩、顶板管理、出矿、通风,具体为: The purpose of the present invention is achieved in this way, comprising the following steps: stope layout, mining sequence, mining cutting, mining, rock drilling, roof management, mining, ventilation, specifically:
第一步:采场布置:盘区及采场布置及构成要素:盘区沿走向布置,盘区沿走向长180~220m,倾向斜长按18~22m分段高度作控制,盘区内按走向长度45~55m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3~4m,采场内根据顶板稳固性留规则点柱,同时留8~12m顶柱; Step 1: Stope layout: panel and stope layout and constituent elements: panel is arranged along the strike, the length of the panel along the strike is 180~220m, and the oblique length of the inclination is controlled according to the section height of 18~22m. The strike length is 45~55m, which is divided into 4 stopes; between the stopes and panel intervals, there are inter-columns along the inclination, and the width of the inter-columns is 3-4m. In the stope, regular point columns are reserved according to the stability of the roof, and at the same time, 8-12m top columns are reserved. ;
第二步:回采顺序:多层矿体可同时开采,确保上下层矿体间柱和点柱在竖向对齐; Step 2: Mining sequence: multi-layer ore bodies can be mined at the same time to ensure that the columns and point columns between the upper and lower ore bodies are aligned vertically;
第三步:采准切割:采用脉外下盘采准布置形式;在下层矿体下盘沿走向布置分段沿脉巷道,设置穿脉出矿联道,便于铲运机进入分层回采工作面;在盘区中部位置布置脉外溜井,通达运输水平装矿穿脉;沿矿体走向在分段巷道下盘每480~530m布置回风斜上山,联通上部回风平巷;相应地在相邻的两条回风上山之间中部由下向上分段形成进风上山,两者配合形成采区进、回风通道,在采场中部由分段干线开掘出矿联道进入采场,每个分段第一次开掘出矿联道时,向下按15%~18%的坡度开掘至矿体底板,之后水平开掘至上层矿体顶板,之后随着回采分层的下降,沿出矿联道进行压顶,形成下一分层的出矿通道;由出矿进路在各层矿体底板脉内开掘切割平巷到采场端部,再沿矿体倾斜方向开掘采场回风上山到上部分段水平,之后开掘回风联道与上分段沿脉干线联通; Step 3: Mining and cutting: use the layout of the footwall outside the vein; arrange segmental roadways along the vein along the footwall of the lower ore body along the strike, and set up the vein-piercing and out-of-mine joint to facilitate the scraper to enter the stratified mining work surface; in the middle of the panel area, an out-of-vein chute is arranged to access the horizontal ore loading through the vein; along the trend of the ore body, the return air is arranged on the footwall of the segmented roadway every 480-530m to slope up the mountain, and the upper return air level road is connected; The middle part between the two adjacent return air uphills is segmented from bottom to top to form the inlet and uphill, and the two cooperate to form the inlet and return air passages in the mining area. When excavating the ore joint road for the first time in each section, excavate downwards at a slope of 15% to 18% to the bottom plate of the ore body, and then excavate horizontally to the roof of the upper ore body, and then follow the decline of the mining layer. The ore joint road is topped to form the ore exit channel of the next layer; the ore exit route is excavated in the ore body floor vein of each layer to cut the horizontal roadway to the end of the stope, and then excavate the stope return air along the ore body inclination direction. Go up the mountain to the level of the upper section, and then excavate the air return road to connect with the main line along the upper section;
第四步:回采:盘区内4个采场,按凿岩、出矿等工艺环节安排,2个采场内进行凿岩、爆破、顶板管理;1个采场进行出矿作业;1个采场进行采准,按标准盘区计算,凿岩、出矿与分层充填周期为28~35天,回采作业由第一分层切割平巷展开,分层回采高度4.8~5.2m; The fourth step: Mining: 4 stopes in the panel area are arranged according to the technical links of rock drilling and ore extraction. Rock drilling, blasting, and roof management are carried out in 2 stopes; 1 stope is used for ore extraction; 1 stope According to the calculation of the standard panel area, the cycle of rock drilling, ore extraction and layer filling is 28~35 days. The mining operation is carried out by the first layer cutting and level roadway, and the layer mining height is 4.8~5.2m;
第五步:凿岩:采用掘进台车沿矿体走向钻凿水平孔,孔径φ56mm,孔深3m,W=1.0m~1.2m,a=1.2m~1.4m;采用BQF~100装药器配移动平台装2#岩石硝铵炸药,非电导爆雷管起爆;薄矿体及收残采用yt28凿岩机配合; Step 5: Rock Drilling: Drill a horizontal hole along the direction of the ore body with a tunneling jumbo, the hole diameter is φ56mm, the hole depth is 3m, W=1.0m~1.2m, a=1.2m~1.4m; BQF~100 chargeer is used Equipped with a mobile platform loaded with 2# rock ammonium nitrate explosives, non-electric detonation detonator detonation; thin ore bodies and residue collection using yt28 rock drill;
第六步:顶板管理:爆破通风后,进行顶板护理工作,首先采用撬锚台车进行顶板浮石、松石清理,然后视顶板情况,采用锚杆台车对顶板进行加固,采用管缝式锚杆加固顶板,锚杆间距1.0×1.0m,长度大于1.5m,破碎地段采用锚网加固; Step 6: Roof management: After blasting and ventilation, perform roof care. Firstly, use the prying anchor trolley to clean the pumice and turquoise on the roof. Then, depending on the roof condition, use the anchor trolley to reinforce the roof. Use the pipe seam anchor Reinforce the roof, the distance between anchor rods is 1.0×1.0m, the length is greater than 1.5m, and the broken section is reinforced with anchor net;
第七步:出矿:采用3m3柴油铲运机出矿,平均运距在145~155m,铲运机效率700t/d~800t/d;薄矿体及收残采用2m3铲运机配合; Step 7: Mining: 3m 3 diesel scraper is used for mining, the average distance is 145-155m, and the efficiency of scraper is 700t/d~800t/d; thin ore body and debris are collected by 2m 3 scraper ;
第八步:通风:新鲜风流由分段沿脉巷道进入采场采矿作业面,污风由设置在采场端部的回风上山回出、进入上部分段干线,由回风联道进入采区回风上山,再进入矿井回风系统,采场内在上部回风上山联道设置JK55~No4局扇,作采场辅助通风,每一分层回采完毕,即进入下一次回采循环。 Step 8: Ventilation: The fresh air enters the mining operation face of the stope from the segmented roadway along the vein, and the dirty air is returned from the return air set at the end of the stope up the mountain, enters the upper section trunk line, and enters the mining area through the return air connection road. The return air in the area goes up the mountain, and then enters the mine return air system. In the stope, JK55~No4 local fans are installed on the upper return air uphill connection road to assist the stope ventilation. After the mining of each layer is completed, it enters the next mining cycle.
本发明有效解决了多层矿体开采过程中上下层之间的相互影响和相互制约的问题,上下层之间作业干扰小,损失贫化得到有效控制,生产成本大幅降低。 The invention effectively solves the problem of mutual influence and mutual restriction between the upper and lower layers in the mining process of the multi-layer ore body, the operation interference between the upper and lower layers is small, the loss and dilution is effectively controlled, and the production cost is greatly reduced.
附图说明 Description of drawings
图1为本发明的剖面布置图; Fig. 1 is a sectional layout drawing of the present invention;
图2为本发明的平面布置图。 Fig. 2 is a plan layout diagram of the present invention.
图中:1-废石溜井、2-切割横巷、3-出矿联道、4-矿石溜井、5-点柱、6-采区回风上山、7-回风上山、8-中段运输巷、9-分段沿脉干线。 In the figure: 1-Waste rock chute, 2-Cutting horizontal road, 3-Outgoing ore passage, 4-Ore chute, 5-Point column, 6-Return wind uphill from mining area, 7-Return wind uphill, 8-Transportation in the middle section Lane, 9-segment along the trunk line.
具体实施方式 detailed description
下面结合附图和实施例对本发明作进一步的说明,但不得以任何方式对本发明加以限制,基于本发明教导所作的任何变更或改进,均属于本发明的保护范围。 The present invention will be further described below in conjunction with the accompanying drawings and examples, but the present invention should not be limited in any way, and any changes or improvements made based on the teaching of the present invention belong to the protection scope of the present invention.
如附图和实施例所示:本发明包括以下步骤:采场布置、回采顺序、采准切割、回采、凿岩、顶板管理、出矿、通风,具体为: As shown in the accompanying drawings and embodiments: the present invention comprises the following steps: stope layout, mining sequence, mining cutting, mining, rock drilling, roof management, mining, ventilation, specifically:
第一步:采场布置:盘区及采场布置及构成要素:盘区沿走向布置,盘区沿走向长180~220m,倾向斜长按18~22m分段高度作控制,盘区内按走向长度45~55m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3~4m,采场内根据顶板稳固性留规则点柱,同时留8~12m顶柱; Step 1: Stope layout: panel and stope layout and constituent elements: panel is arranged along the strike, the length of the panel along the strike is 180~220m, and the oblique length of the inclination is controlled according to the section height of 18~22m. The strike length is 45~55m, which is divided into 4 stopes; between the stopes and panel intervals, there are inter-columns along the inclination, and the width of the inter-columns is 3-4m. In the stope, regular point columns are reserved according to the stability of the roof, and at the same time, 8-12m top columns are reserved. ;
第二步:回采顺序:多层矿体可同时开采,确保上下层矿体间柱和点柱在竖向对齐; Step 2: Mining sequence: multi-layer ore bodies can be mined at the same time to ensure that the columns and point columns between the upper and lower ore bodies are aligned vertically;
第三步:采准切割:采用脉外下盘采准布置形式;在下层矿体下盘沿走向布置分段沿脉巷道,设置穿脉出矿联道,便于铲运机进入分层回采工作面;在盘区中部位置布置脉外溜井,通达运输水平装矿穿脉;沿矿体走向在分段巷道下盘每480~530m布置回风斜上山,联通上部回风平巷;相应地在相邻的两条回风上山之间中部由下向上分段形成进风上山,两者配合形成采区进、回风通道,在采场中部由分段干线开掘出矿联道进入采场,每个分段第一次开掘出矿联道时,向下按15%~18%的坡度开掘至矿体底板,之后水平开掘至上层矿体顶板,之后随着回采分层的下降,沿出矿联道进行压顶,形成下一分层的出矿通道;由出矿进路在各层矿体底板脉内开掘切割平巷到采场端部,再沿矿体倾斜方向开掘采场回风上山到上部分段水平,之后开掘回风联道与上分段沿脉干线联通; Step 3: Mining and cutting: use the layout of the footwall outside the vein; arrange segmental roadways along the vein along the footwall of the lower ore body along the strike, and set up the vein-piercing and out-of-mine joint to facilitate the scraper to enter the stratified mining work surface; in the middle of the panel area, an out-of-vein chute is arranged to access the horizontal ore loading through the vein; along the trend of the ore body, the return air is arranged on the footwall of the segmented roadway every 480-530m to slope up the mountain, and the upper return air level road is connected; The middle part between the two adjacent return air uphills is segmented from bottom to top to form the inlet and uphill, and the two cooperate to form the inlet and return air passages in the mining area. When excavating the ore joint road for the first time in each section, excavate downwards at a slope of 15% to 18% to the bottom plate of the ore body, and then excavate horizontally to the roof of the upper ore body, and then follow the decline of the mining layer. The ore joint road is topped to form the ore exit channel of the next layer; the ore exit route is excavated in the ore body floor vein of each layer to cut the horizontal roadway to the end of the stope, and then excavate the stope return air along the ore body inclination direction. Go up the mountain to the level of the upper section, and then excavate the air return road to connect with the main line along the upper section;
第四步:回采:盘区内4个采场,按凿岩、出矿等工艺环节安排,2个采场内进行凿岩、爆破、顶板管理;1个采场进行出矿作业;1个采场进行采准,按标准盘区计算,凿岩、出矿与分层充填周期为28~35天,回采作业由第一分层切割平巷展开,分层回采高度4.8~5.2m; The fourth step: Mining: 4 stopes in the panel area are arranged according to the technical links of rock drilling and ore extraction. Rock drilling, blasting, and roof management are carried out in 2 stopes; 1 stope is used for ore extraction; 1 stope According to the calculation of the standard panel area, the cycle of rock drilling, ore extraction and layer filling is 28~35 days. The mining operation is carried out by the first layer cutting and level roadway, and the layer mining height is 4.8~5.2m;
第五步:凿岩:采用掘进台车沿矿体走向钻凿水平孔,孔径φ56mm,孔深3m,W=1.0m~1.2m,a=1.2m~1.4m;采用BQF~100装药器配移动平台装2#岩石硝铵炸药,非电导爆雷管起爆;薄矿体及收残采用yt28凿岩机配合; Step 5: Rock Drilling: Drill a horizontal hole along the direction of the ore body with a tunneling jumbo, the hole diameter is φ56mm, the hole depth is 3m, W=1.0m~1.2m, a=1.2m~1.4m; BQF~100 chargeer is used Equipped with a mobile platform loaded with 2# rock ammonium nitrate explosives, non-electric detonation detonator detonation; thin ore bodies and residue collection using yt28 rock drill;
第六步:顶板管理:爆破通风后,进行顶板护理工作,首先采用撬锚台车进行顶板浮石、松石清理,然后视顶板情况,采用锚杆台车对顶板进行加固,采用管缝式锚杆加固顶板,锚杆间距1.0×1.0m,长度大于1.5m,破碎地段采用锚网加固; Step 6: Roof management: After blasting and ventilation, perform roof care. Firstly, use the prying anchor trolley to clean the pumice and turquoise on the roof. Then, depending on the roof condition, use the anchor trolley to reinforce the roof. Use the pipe seam anchor Reinforce the roof, the distance between anchor rods is 1.0×1.0m, the length is greater than 1.5m, and the broken section is reinforced with anchor net;
第七步:出矿:采用3m3柴油铲运机出矿,平均运距在145~155m,铲运机效率700t/d~800t/d;薄矿体及收残采用2m3铲运机配合; Step 7: Mining: 3m 3 diesel scraper is used for mining, the average distance is 145-155m, and the efficiency of scraper is 700t/d~800t/d; thin ore body and debris are collected by 2m 3 scraper ;
第八步:通风:新鲜风流由分段沿脉巷道进入采场采矿作业面,污风由设置在采场端部的回风上山回出、进入上部分段干线,由回风联道进入采区回风上山,再进入矿井回风系统,采场内在上部回风上山联道设置JK55~No4局扇,作采场辅助通风,每一分层回采完毕,即进入下一次回采循环。 Step 8: Ventilation: The fresh air enters the mining operation face of the stope from the segmented roadway along the vein, and the dirty air is returned from the return air set at the end of the stope up the mountain, enters the upper section trunk line, and enters the mining area through the return air connection road. The return air in the area goes up the mountain, and then enters the mine return air system. In the stope, JK55~No4 local fans are installed on the upper return air uphill connection road to assist the stope ventilation. After the mining of each layer is completed, it enters the next mining cycle.
所述的多层矿体为三层中厚矿体、两两之间夹有一层夹石。 The multi-layered ore bodies are three-layer medium-thick ore bodies with a layer of stone interposed between two layers.
点柱规格为3×3m,点柱间距10~13m。 The specification of point columns is 3×3m, and the distance between point columns is 10-13m.
所述的掘进台车为Boomer281型或AXERAD05型。 The boring jumbo is Boomer281 or AXERAD05.
第一步中盘区沿走向长200m,倾向斜长按20m分段高度作控制,盘区内按走向长度50m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3~4m,采场内根据顶板稳固性留规则点柱,同时留10m顶柱。 In the first step, the panel area is 200m long along the strike, and the oblique length of the dip is controlled according to the segmental height of 20m. The panel area is divided into 4 stopes according to the strike length of 50m; The width is 3~4m, regular point pillars are left in the stope according to the stability of the roof, and 10m top pillars are reserved at the same time.
第三步中沿矿体走向在分段巷道下盘每500m布置回风斜上山。 In the third step, along the trend of the ore body, return winds are arranged on the footwall of the segmented roadway every 500m to slope up the mountain.
第四步中分层回采高度5m。 In the fourth step, the stratified mining height is 5m.
实施例1Example 1
盘区沿走向布置,盘区沿走向长180m,倾向斜长按18m分段高度作控制,盘区内按走向长度45m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3-4m,采场内根据顶板稳固性留规则点柱,同时留8m顶柱;多层矿体可同时开采,确保上下层矿体间柱和点柱在竖向对齐;采用脉外下盘采准布置形式;在下层矿体下盘沿走向布置分段沿脉巷道,设置穿脉出矿联道,便于铲运机进入分层回采工作面;在盘区中部位置布置脉外溜井,通达运输水平装矿穿脉;沿矿体走向在分段巷道下盘每480m布置回风斜上山,联通上部回风平巷;相应地在相邻的两条回风上山之间中部由下向上分段形成进风上山,两者配合形成采区进、回风通道,在采场中部由分段干线开掘出矿联道进入采场,每个分段第一次开掘出矿联道时,向下按15%的坡度开掘至矿体底板,之后水平开掘至上层矿体顶板,之后随着回采分层的下降,沿出矿联道进行压顶,形成下一分层的出矿通道;由出矿进路在各层矿体底板脉内开掘切割平巷到采场端部,再沿矿体倾斜方向开掘采场回风上山到上部分段水平,之后开掘回风联道与上分段沿脉干线联通;盘区内4个采场,按凿岩、出矿等工艺环节安排,2个采场内进行凿岩、爆破、顶板管理;1个采场进行出矿作业;1个采场进行采准,按标准盘区计算,凿岩、出矿与分层充填周期为28天,回采作业由第一分层切割平巷展开,分层回采高度4.8m;采用掘进台车Boomer281型沿矿体走向钻凿水平孔,孔径φ50mm,孔深3m,W=1.0m-1.2m,a=1.2m-1.4m;采用BQF-100装药器配移动平台装2#岩石硝铵炸药,非电导爆雷管起爆;薄矿体及收残采用YT-28凿岩机配合;爆破通风后,进行顶板护理工作,首先采用撬锚台车进行顶板浮石、松石清理,然后视顶板情况,采用锚杆台车对顶板进行加固,采用管缝式锚杆加固顶板,锚杆间距1.0×1.0m,长度大于1.5m,破碎地段采用锚网加固;采用3m3柴油铲运机出矿,平均运距在145m,铲运机效率700t/d-800t/d;薄矿体及收残采用2m3铲运机配合;新鲜风流由分段沿脉巷道进入采场采矿作业面,污风由设置在采场端部的回风上山回出、进入上部分段干线,由回风联道进入采区回风上山,再进入矿井回风系统,采场内在上部回风上山联道设置JK55-No4局扇,作采场辅助通风,每一分层回采完毕,即进入下一次回采循环。 The panel area is arranged along the strike. The length of the panel area along the strike is 180m, and the oblique length of the inclination is controlled by the segmental height of 18m. The panel area is divided into 4 stopes according to the strike length of 45m. Columns are reserved along the inclination between the stopes and the panel intervals. The width of the inter-pillars is 3-4m. According to the stability of the roof, regular point columns and 8m top columns are left in the stope; multi-layer ore bodies can be mined at the same time to ensure that the inter-pillars and point columns of the upper and lower ore bodies are aligned vertically; The layout of the outer footwall is standard; the footwall of the lower ore body is arranged along the direction of the segmented roadway along the vein, and the ore-piercing and out-of-the-vein joint road is set up to facilitate the scraper to enter the layered mining face; the outer vein is arranged in the middle of the panel The chute is connected to the horizontal ore loading and piercing veins for transportation; along the ore body trend, the return wind is arranged on the footwall of the segmented roadway every 480m, and the upper return air level road is connected; correspondingly, the middle part between the adjacent two return air uphill The upper and lower sections form the air intake and uphill, and the two cooperate to form the intake and return air passages of the mining area. In the middle of the stope, the ore exit road is excavated from the segmented trunk line to enter the stope, and the ore exit road is excavated for the first time in each section. At the same time, excavate downward according to the slope of 15% to the bottom of the ore body, and then excavate horizontally to the roof of the upper ore body. Afterwards, with the decline of the mining layer, the roof is pressed along the ore outlet to form the ore outlet of the next layer. ; Excavate the cutting roadway in the ore body floor veins of each layer to the end of the stope from the ore exit road, and then excavate the return air from the stope uphill to the level of the upper section along the inclined direction of the ore body, and then excavate the return air passage and the upper section Segments are connected along the arterial main line; 4 stopes in the panel area are arranged according to the technical links such as rock drilling and mining, and rock drilling, blasting and roof management are carried out in 2 stopes; 1 stope is used for mining operations; 1 According to the calculation of the standard panel, the period of rock drilling, ore extraction and layer filling is 28 days. The mining operation is carried out by cutting the level roadway in the first layer, and the layer mining height is 4.8m; the excavation jumbo is used Boomer281 drills horizontal holes along the direction of the ore body, the hole diameter is φ50mm, the hole depth is 3m, W=1.0m-1.2m, a=1.2m-1.4m; BQF-100 chargeer and mobile platform are used to install 2# rock ammonium nitrate Explosives and non-conductive detonators are detonated; YT-28 rock drills are used for thin ore bodies and residues; after blasting and ventilation, the roof care work is carried out. The pole trolley is used to reinforce the roof, and the roof is reinforced with pipe-slotted bolts. The distance between the bolts is 1.0 × 1.0m, and the length is greater than 1.5m. At 145m, the efficiency of the scraper is 700t/d-800t/d; the thin ore body and the residue are collected by a 2m 3 scraper; The return air at the end of the yard goes up the mountain and exits, enters the upper section of the main line, enters the mining area from the return air connection road to the return air up the mountain, and then enters the mine return air system. JK55-No4 local fans are installed on the upper return air uphill connection road in the stope , as stope auxiliary ventilation, each layer of mining is completed, that is to enter the next mining cycle.
实施例2Example 2
如实施例1,其中第一步骤中盘区沿走向布置,盘区沿走向长220m,倾向斜长按22m分段高度作控制,盘区内按走向长度55m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3-4m,采场内根据顶板稳固性留规则点柱,同时留12m顶柱;多层矿体可同时开采,确保上下层矿体间柱和点柱在竖向对齐;采用脉外下盘采准布置形式;在下层矿体下盘沿走向布置分段沿脉巷道,设置穿脉出矿联道,便于铲运机进入分层回采工作面;在盘区中部位置布置脉外溜井,通达运输水平装矿穿脉;沿矿体走向在分段巷道下盘每530m布置回风斜上山,联通上部回风平巷;相应地在相邻的两条回风上山之间中部由下向上分段形成进风上山,两者配合形成采区进、回风通道,在采场中部由分段干线开掘出矿联道进入采场,每个分段第一次开掘出矿联道时,向下按18%的坡度开掘至矿体底板,之后水平开掘至上层矿体顶板,之后随着回采分层的下降,沿出矿联道进行压顶,形成下一分层的出矿通道;由出矿进路在各层矿体底板脉内开掘切割平巷到采场端部,再沿矿体倾斜方向开掘采场回风上山到上部分段水平,之后开掘回风联道与上分段沿脉干线联通;盘区内4个采场,按凿岩、出矿等工艺环节安排,2个采场内进行凿岩、爆破、顶板管理;1个采场进行出矿作业;1个采场进行采准,按标准盘区计算,凿岩、出矿与分层充填周期为35天,回采作业由第一分层切割平巷展开,分层回采高度5.2m;采用掘进台车AXERAD05型沿矿体走向钻凿水平孔,孔径φ60mm,孔深3m,W=1.0m-1.2m,a=1.2m-1.4m;采用BQF-100装药器配移动平台装2#岩石硝铵炸药,非电导爆雷管起爆;薄矿体及收残采用YT-28凿岩机配合;爆破通风后,进行顶板护理工作,首先采用撬锚台车进行顶板浮石、松石清理,然后视顶板情况,采用锚杆台车对顶板进行加固,采用管缝式锚杆加固顶板,锚杆间距1.0×1.0m,长度大于1.5m,破碎地段采用锚网加固;采用3m3柴油铲运机出矿,平均运距在155m,铲运机效率700t/d-800t/d;薄矿体及收残采用2m3铲运机配合;新鲜风流由分段沿脉巷道进入采场采矿作业面,污风由设置在采场端部的回风上山回出、进入上部分段干线,由回风联道进入采区回风上山,再进入矿井回风系统,采场内在上部回风上山联道设置JK55-No4局扇,作采场辅助通风,每一分层回采完毕,即进入下一次回采循环。 As in Example 1, in the first step, the panel area is arranged along the strike, and the length of the panel area along the strike is 220m, and the oblique length of the inclination is controlled according to the segmental height of 22m, and the panel area is divided into 4 stopes according to the strike length of 55m; Spacing columns are reserved along the inclination between the intervals and panel intervals, and the width of the interstitial columns is 3-4m. In the stope, regular point columns are reserved according to the stability of the roof, and 12m top columns are reserved at the same time; multi-layer ore bodies can be mined at the same time to ensure that the upper and lower ore bodies Align vertically with the point column; adopt the standard layout of the footwall outside the vein; arrange segmental roadways along the vein along the strike of the footwall of the lower ore body, and set up the vein-crossing and out-of-mine joint road, which is convenient for the scraper to enter the stratified mining work surface; in the middle of the panel area, an out-of-vein chute is arranged to access the horizontal ore loading and passing through the vein; along the ore body trend, the return air is arranged on the footwall of the segmented roadway every 530m to slope up the mountain to connect the upper return air level roadway; correspondingly in the adjacent The middle part between the two return wind uphills is segmented from bottom to top to form the uphill wind inlet, and the two cooperate to form the inlet and return air passages in the mining area. When excavating the ore access road for the first time in sections, dig down to the ore body floor with a slope of 18%, and then excavate horizontally to the upper ore body roof, and then carry out roofing along the ore access road as the mining layer descends , to form the ore exit channel of the next layer; from the ore exit route, excavate the cutting level roadway in the vein of the ore body floor of each layer to the end of the stope, and then excavate the stope return air uphill to the upper section along the inclination direction of the ore body Afterwards, the return air passage is excavated to connect with the main line along the vein in the upper section; the 4 stopes in the panel area are arranged according to the technical links such as rock drilling and mining, and rock drilling, blasting and roof management are carried out in the 2 stopes; One stope is used for mining operation; one stope is used for mining standard. According to the standard panel calculation, the cycle of rock drilling, ore extraction and layered filling is 35 days. The layer mining height is 5.2m; AXERAD05 drilling jumbo is used to drill horizontal holes along the direction of the ore body, the hole diameter is φ60mm, the hole depth is 3m, W=1.0m-1.2m, a=1.2m-1.4m; BQF-100 charge is used The mobile platform is equipped with 2# rock ammonium nitrate explosive, and the non-conductive detonator is detonated; the thin ore body and the residue are collected by the YT-28 rock drill; after the blasting and ventilation, the roof care work is carried out. The pine is cleaned, and then depending on the roof condition, the roof is reinforced with an anchor trolley, and the roof is reinforced with a pipe-slotted anchor. The distance between the anchors is 1.0×1.0m, and the length is greater than 1.5m. Diesel-scraper excavating the ore, the average distance is 155m, and the efficiency of the scraper is 700t/d-800t/d; the thin ore body and residues are collected by a 2m 3 scraper; the fresh air enters the stope from the segmented roadway along the vein On the mining operation face, the polluted air goes uphill from the return air installed at the end of the stope, enters the upper section of the trunk line, enters the mining area through the return air passage and returns to the mountain, and then enters the mine return air system. The JK55-No4 partial fan is installed on the Fengshangshan Link Road for auxiliary ventilation of the stope. After the mining of each layer is completed, it will enter the next mining cycle.
实施例3Example 3
第一步中盘区沿走向长200m,倾向斜长按20m分段高度作控制,盘区内按走向长度50m划分为4个采场;采场间及盘区间沿倾向留间柱,间柱宽度3~4m,采场内根据顶板稳固性留规则点柱,同时留10m顶柱;第三步中沿矿体走向在分段巷道下盘每500m布置回风斜上山;第四步中凿岩、出矿与分层充填周期为30天,回采作业由第一分层切割平巷展开,分层回采高度5.0m;第五步:采用掘进台车沿矿体走向钻凿水平孔,孔径φ56mm。其余步骤如实施例1。 In the first step, the panel area is 200m long along the strike, and the oblique length of the dip is controlled according to the segmental height of 20m. The panel area is divided into 4 stopes according to the strike length of 50m; The width is 3~4m. According to the stability of the roof, regular point pillars and 10m top pillars are left in the stope; in the third step, return air is arranged on the footwall of the segmented roadway along the trend of the ore body every 500m; The cycle of rock formation, ore extraction and stratified filling is 30 days. The mining operation is carried out by the first stratified cutting and level entry, and the stratified mining height is 5.0m. φ56mm. All the other steps are as in Example 1.
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