CN106050303A - Underground roadway plugging method and device - Google Patents
Underground roadway plugging method and device Download PDFInfo
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- CN106050303A CN106050303A CN201610619209.5A CN201610619209A CN106050303A CN 106050303 A CN106050303 A CN 106050303A CN 201610619209 A CN201610619209 A CN 201610619209A CN 106050303 A CN106050303 A CN 106050303A
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- filling
- roadway
- frame
- filling bag
- sealing
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- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000011049 filling Methods 0.000 claims abstract description 43
- 239000000463 material Substances 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 238000007789 sealing Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 230000000903 blocking effect Effects 0.000 claims abstract description 6
- 238000003756 stirring Methods 0.000 claims abstract description 5
- 238000007711 solidification Methods 0.000 claims 1
- 230000008023 solidification Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 239000002002 slurry Substances 0.000 description 7
- 238000002156 mixing Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000011440 grout Substances 0.000 description 3
- 239000003245 coal Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000002269 spontaneous effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/103—Dams, e.g. for ventilation
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
一种井下巷道封堵方法及装置,它的结构简单,操作方便、安全,能够减轻工人劳动量,提高工人效率。其特征在于:利用钢棍、木板、钢筋网构筑封堵墙的框架,然后将充填袋布置在框架内,在距框架一定距离内布置泵站搅拌高水材料,待充填袋支好后通过管路将充填材料注入充填袋内,充填材料凝固即可将巷道封堵。这种装置和方法,简单有效,有利于矿井的高效生产。
A method and device for blocking underground tunnels. The utility model has the advantages of simple structure, convenient and safe operation, and can reduce the labor load of workers and improve the efficiency of workers. It is characterized in that: steel rods, planks, and steel mesh are used to build the frame of the sealing wall, and then the filling bag is arranged in the frame, and a pump station is arranged within a certain distance from the frame to stir the high-water material, and after the filling bag is supported, it passes through the pipe The filling material is injected into the filling bag, and the roadway can be blocked when the filling material is solidified. The device and method are simple and effective, and are beneficial to the high-efficiency production of mines.
Description
技术领域:Technical field:
本发明涉及一种井下巷道封堵的方法,采用一种简单装置堵水、防火、阻瓦斯。The invention relates to a method for blocking an underground roadway, which adopts a simple device for water blocking, fire prevention and gas blocking.
背景技术:Background technique:
目前,煤矿巷道在掘进使用过程中,因生产需要,有些巷道需要废弃,为避免巷道带来的次生危害,如涌水、瓦斯突出乃至煤层自燃发火等,就需要对巷道进行处理。其中最简单方法是将巷道封堵,截取一段利用材料全断面封堵,隔绝巷道与矿井生产系统的联系。目前,井下巷道的封堵主要是水泥注浆封堵,封堵框架主要有两种,一种是在巷道封堵位置前后各砌上一堵墙,然后向这封闭空间注水泥浆,另一种是用木板代替砌墙,用木板搭起模子,构成封闭空间然后注浆。水泥注浆封堵能够封堵巷道,但工艺施工复杂,且操作性难度大,尤其在注浆过程中可能发生堵管,增加成本和劳动量。At present, during the excavation and use of coal mine roadways, due to production needs, some roadways need to be abandoned. In order to avoid secondary hazards brought by the roadway, such as water gushing, gas outburst, and coal seam spontaneous combustion, etc., the roadway needs to be treated. The simplest method is to block the roadway, intercept a section and use materials to block the entire section, and isolate the connection between the roadway and the mine production system. At present, the sealing of underground roadways is mainly cement grouting. There are mainly two types of sealing frames. One is to build a wall before and after the roadway sealing position, and then inject grout into the closed space. It is to replace the wall with wooden boards, build a mold with wooden boards, form a closed space and then inject grout. Cement grouting can seal the roadway, but the construction process is complicated and the operation is difficult, especially in the process of grouting, pipe plugging may occur, which increases the cost and labor.
发明内容:Invention content:
为了克服现有工艺不能很好地方便工人施工以及成本较大的不足,本发明提供一种新的方法,这种方法不仅能使封堵巷道的工艺简单,更能减少矿井生产成本。In order to overcome the disadvantages that the existing technology is not convenient for workers to construct and the cost is high, the present invention provides a new method, which can not only simplify the process of sealing the roadway, but also reduce the production cost of the mine.
本发明所采用的技术方案是:在距需封堵的巷道合理位置安设泵站,方便运料和设备摆放,在充填泵站搅拌高水材料(一种快速凝结的高凝水材料,水灰比2:1,抗压强度达9MPa),同时在封堵位置利用锚杆、木板、充填袋搭建好充填模子,在充填料搅拌充分后通过管路注入充填模子,封堵墙就形成了。The technical solution adopted in the present invention is: install a pumping station at a reasonable position from the roadway to be blocked to facilitate material transportation and equipment placement, and stir high-water materials (a fast-condensing high-condensation water material, The water-cement ratio is 2:1, and the compressive strength is up to 9MPa). At the same time, the filling mold is built with anchor rods, wooden boards, and filling bags at the sealing position. After the filling material is fully stirred, it is injected into the filling mold through the pipeline, and the sealing wall is formed. up.
本发明具有的优点和积极效果是:设备简单,工人劳动强度低,安全、经济、有效。The advantages and positive effects of the invention are: simple equipment, low labor intensity, safety, economy and effectiveness.
附图说明:Description of drawings:
图1是巷道封堵位置图。Figure 1 is a map of the location of the roadway blockage.
图2是封堵框架断面图。Figure 2 is a sectional view of the plugging frame.
图3是充填泵站图。Figure 3 is a diagram of the filling pump station.
图4是充填泵站I-1剖面图Figure 4 is a sectional view of filling pump station I-1
图5是充填袋附图。Fig. 5 is the accompanying drawing of filling bag.
其中:1-巷道、2-钢棍、3-木板、4-钢筋网、5-充填袋、6-充填管路、7-吸浆管路、 8-充填泵、9-液压箱、10-甲料搅拌桶、11-乙料搅拌桶、12-搅拌池、13-排水池、14-挂环、15-注浆口。Among them: 1-roadway, 2-steel rod, 3-wooden board, 4-steel mesh, 5-filling bag, 6-filling pipeline, 7-slurry suction pipeline, 8-filling pump, 9-hydraulic tank, 10- Material A mixing tank, 11-material B mixing tank, 12-stirring tank, 13-drainage tank, 14-hanging ring, 15-grouting port.
具体实施方式:detailed description:
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
在图1、图2中,在巷道封堵位置搭建封堵框架,替代封闭墙,封堵框架外部构成充填袋的前后挡墙,由钢棍(2)、木板(3)、钢筋网(4)组成,然后将充填袋(5)挂在封闭空间,充填袋(5)的顶部和四周都有可用于固定的部分。封堵框架搭建过程是:利用风钻或其他工具在封堵前后挡墙位置每隔1m打1-2m深钻,然后将刚棍(2)插入钻孔内,因巷道断面不同位置的高度不同,在不同位置按所需高度连接钢棍(2),连接好后将木板(3)绑在搭好的钢棍(2)上,向上依次每隔800mm绑上一块,长度因巷道宽度而定,然后将钢筋网(4)挂到木板(3)上。其中木板(3)采用薄木板,宽度25mm左右,长度适中,方便绑定即可;钢筋网(4)是由细钢筋构成,俗称“钢筋坝子”,采用钢筋条按10×20孔焊接钢筋条,“钢筋坝子”长宽视巷道需要而定,目的是将木板(4)和钢棍(2)的空隙挡住,以便充填袋不外鼓,防止充填过程中充填体吸热膨胀,致使充填袋撑大,产生涨裂。待挡墙构筑好后,将充填袋送入,将充填袋的各个角绑定到预定的位置,有条件的挂好充填袋后并向充填袋内鼓风充气,使得充填袋鼓起至需要充填各个角落,提高充填袋的利用效果。封堵框架构筑完成,接下来是向充填袋内注浆。In Fig. 1 and Fig. 2, a blockage frame is built at the roadway blockage position to replace the closed wall, and the front and rear retaining walls of the filling bag are formed outside the blockage frame, which is composed of steel rods (2), planks (3), steel mesh (4 ) to form, then the filling bag (5) is hung in the closed space, and there are parts available for fixing on the top and around the filling bag (5). The construction process of the blockage frame is: use a pneumatic drill or other tools to drill 1-2m deep drills every 1m at the position of the retaining wall before and after the blockage, and then insert the rigid rod (2) into the drill hole. Connect the steel rods (2) at different positions according to the required height. After the connection is completed, tie the planks (3) to the steel rods (2) that have been set up, and tie one piece at intervals of 800mm upwards. The length depends on the width of the roadway. Then steel mesh (4) is hung on the plank (3). Among them, the plank (3) is made of thin wood with a width of about 25 mm and a moderate length, which is convenient for binding; the steel mesh (4) is made of thin steel bars, commonly known as "reinforced dams", and steel bars are welded with steel bars by 10×20 holes The length and width of the "reinforced dam" depends on the needs of the roadway. The purpose is to block the gap between the wooden board (4) and the steel rod (2), so that the filling bag will not bulge, and prevent the filling body from absorbing heat during the filling process. Large, resulting in swollen cracks. After the retaining wall is built, send the filling bag in, bind the corners of the filling bag to the predetermined position, hang the filling bag conditionally, and blow air into the filling bag to make the filling bag bulge to the required position. Fill every corner and improve the utilization effect of the filling bag. The construction of the sealing frame is completed, and the next step is to inject grout into the filling bag.
在图3中,在封堵框架支设的过程中,图4充填泵站开始拌料,甲、乙料分别用矿用车皮装料,车皮停在轨道上,图中充填泵(8)放在中间,甲、乙料分别放在甲料搅拌桶(10)、乙料搅拌桶(11)搅拌,该设备放置于搅拌池(12)中,甲、乙料分别按一定比例兑水,搅拌3-5分钟,工作面充填袋支好后打开油压箱(9),由于压力作用,甲、乙浆液分别通过吸浆管(7)吸入,在高压下经充填管路(6)输送到工作面,在充填袋管路和甲、乙充填管路之间连接一个混合器,使两种浆液充分混合后再注入充填袋。充填工作完成后,用清水清洗泵和管路,充分利用管路中的浆液,防止浆液堵管,清洗过的水注入工作面,余下的水通过排水槽(13)排到水渠里,混合后的浆液在半小时左右凝固,一天即可达到一定抗压强度,七天达到最大抗压强度。In Fig. 3, during the support of the plugging frame, the filling pump station in Fig. 4 starts to mix materials, and materials A and B are loaded with mining wagons respectively, and the wagons are parked on the track, and the filling pump (8) in the figure is placed In the middle, first and second materials are respectively placed in the first material mixing tank (10) and the second material mixing tank (11) to stir. After 3-5 minutes, the filling bag on the working surface is supported and the oil pressure tank (9) is opened. Due to the pressure, the slurry A and B are sucked through the slurry suction pipe (7) respectively, and are transported to the filling pipeline (6) under high pressure. On the working surface, connect a mixer between the filling bag pipeline and the A and B filling pipelines, so that the two slurries are fully mixed and then injected into the filling bag. After the filling work is completed, clean the pump and pipeline with clean water, make full use of the slurry in the pipeline, prevent the slurry from blocking the pipe, inject the cleaned water into the working face, and drain the remaining water into the ditch through the drainage tank (13). After mixing The slurry solidifies in about half an hour, reaches a certain compressive strength in one day, and reaches the maximum compressive strength in seven days.
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| CN201610619209.5A CN106050303A (en) | 2016-07-29 | 2016-07-29 | Underground roadway plugging method and device |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107387162A (en) * | 2017-06-29 | 2017-11-24 | 山东科技大学 | A kind of tunnel hermatic door, tunnel brattice and preparation method thereof |
| CN110685727A (en) * | 2019-11-05 | 2020-01-14 | 贵州盘江精煤股份有限公司 | A kind of fast sealing fire protection equipment for hydrodynamic roadway |
| CN110761838A (en) * | 2019-11-05 | 2020-02-07 | 贵州盘江精煤股份有限公司 | A kind of dynamic fast closing equipment in roadway |
| CN112065503A (en) * | 2020-08-31 | 2020-12-11 | 西山煤电(集团)有限责任公司 | Mine roadway rapid sealing method |
| CN112196610A (en) * | 2020-09-23 | 2021-01-08 | 贵州大学 | Water drilling mining structure for eliminating gas outburst of inclined coal seam and mining method thereof |
| 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 |
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| CN102777208A (en) * | 2012-08-02 | 2012-11-14 | 兖州煤业股份有限公司 | Method for constructing mining impact-resisting sealed wall |
| CN103397906A (en) * | 2013-08-05 | 2013-11-20 | 北京科技大学 | Grouting type filling retaining wall, construction method of grouting type filling retaining wall and goaf filling system and method |
| CN103711518A (en) * | 2014-01-03 | 2014-04-09 | 山东汇发矿业科技有限公司 | Portable mine filling retaining wall |
| CN105736046A (en) * | 2016-02-25 | 2016-07-06 | 北京瑞诺安科新能源技术有限公司 | Coal mine underground sealed wall body and construction method thereof |
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| US4001629A (en) * | 1974-08-26 | 1977-01-04 | Panel Technology, Inc. | Segmented gas discharge display panel |
| CN102777208A (en) * | 2012-08-02 | 2012-11-14 | 兖州煤业股份有限公司 | Method for constructing mining impact-resisting sealed wall |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107387162A (en) * | 2017-06-29 | 2017-11-24 | 山东科技大学 | A kind of tunnel hermatic door, tunnel brattice and preparation method thereof |
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| CN110685727A (en) * | 2019-11-05 | 2020-01-14 | 贵州盘江精煤股份有限公司 | A kind of fast sealing fire protection equipment for hydrodynamic roadway |
| CN110761838A (en) * | 2019-11-05 | 2020-02-07 | 贵州盘江精煤股份有限公司 | A kind of dynamic fast closing equipment in roadway |
| CN112065503A (en) * | 2020-08-31 | 2020-12-11 | 西山煤电(集团)有限责任公司 | Mine roadway rapid sealing method |
| CN112196610A (en) * | 2020-09-23 | 2021-01-08 | 贵州大学 | Water drilling mining structure for eliminating gas outburst of inclined coal seam and mining method thereof |
| 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 |
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Application publication date: 20161026 |