WO2018121107A1 - 一种矿用防爆梯形密闭墙及其构筑方法 - Google Patents
一种矿用防爆梯形密闭墙及其构筑方法 Download PDFInfo
- Publication number
- WO2018121107A1 WO2018121107A1 PCT/CN2017/110694 CN2017110694W WO2018121107A1 WO 2018121107 A1 WO2018121107 A1 WO 2018121107A1 CN 2017110694 W CN2017110694 W CN 2017110694W WO 2018121107 A1 WO2018121107 A1 WO 2018121107A1
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- WO
- WIPO (PCT)
- Prior art keywords
- sealing
- wall
- pipe
- filling
- anchor net
- Prior art date
Links
- 238000007789 sealing Methods 0.000 title claims abstract description 84
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000004880 explosion Methods 0.000 title abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 45
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000002184 metal Substances 0.000 claims abstract description 21
- 229910052751 metal Inorganic materials 0.000 claims abstract description 21
- 229910052742 iron Inorganic materials 0.000 claims abstract description 11
- 239000011435 rock Substances 0.000 claims abstract description 9
- 230000000149 penetrating effect Effects 0.000 claims abstract description 5
- 239000004744 fabric Substances 0.000 claims description 40
- 239000002002 slurry Substances 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 11
- 239000002994 raw material Substances 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 6
- 238000001802 infusion Methods 0.000 claims description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 3
- 239000002270 dispersing agent Substances 0.000 claims description 3
- 239000010440 gypsum Substances 0.000 claims description 3
- 229910052602 gypsum Inorganic materials 0.000 claims description 3
- 239000004571 lime Substances 0.000 claims description 3
- 230000010412 perfusion Effects 0.000 claims description 3
- 230000000979 retarding effect Effects 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000003795 chemical substances by application Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 239000003245 coal Substances 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000011449 brick Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000007789 gas Substances 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005065 mining Methods 0.000 description 3
- 239000000701 coagulant Substances 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical group N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 239000002817 coal dust Substances 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000011261 inert gas Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000011499 joint compound Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011268 mixed slurry Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Images
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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
Definitions
- the invention relates to a mine explosion-proof trapezoidal sealing wall and a construction method thereof, and is suitable for a mine with a large closed gas wall or a mine with a relatively large amount of gas emission when a thermal power disaster such as an explosion or a fire in a roadway occurs.
- coal plays an extremely important role in human production and life.
- coal is threatened by various natural disasters during mining, storage, transportation and application, which seriously affects the safe production and utilization of coal.
- Mine fire is one of the main forms of disasters. It will burn a large amount of coal resources and equipment, generate a lot of high-temperature flue gas and harmful gases, endanger the safety of underground workers, and cause gas and coal dust explosions in serious cases. Big disaster. After a fire in a coal mine, if it is not possible to directly extinguish the fire, the fire zone must be closed.
- the airbag/filling air bag has high requirements and cannot be processed in advance, and the limitation is relatively large, which is not suitable for the emergency construction in the case of disaster;
- the complicated cross section of the roadway there are often sharp objects with angular edges, which may easily lead to air leakage of the airbag/filled airbag used, which is a safety hazard, and is difficult to resist thermal shock disasters such as shock waves, and the service period is limited.
- the filling type of the closed wall is generally formed by using steel plates, wood boards or masonry materials to construct the inner and outer walls to form a cavity, and then filling the cavity with the material to be filled to form a closed wall.
- steel plates, wood boards or bricks for internal and external wall construction
- the inner and outer walls formed by the use of wood boards are likely to leave safety hazards due to their flammability, and the use of steel plates or bricks to construct internal and external walls is expensive. It is time-consuming and labor-intensive, and the filling material used in the early stage has a long solidification time and cannot meet the needs of emergency construction.
- the existing closed wall and its construction method have the need of complicated transportation of raw materials, high cost, time and labor, unable to meet emergency or construction quality, and can not meet the needs of long-term airtightness, which cannot meet the needs of high-efficiency emergency rescue during the period of mine major thermal power disaster. .
- the present invention provides a mine explosion-proof trapezoidal sealing wall and a construction method thereof.
- the mine explosion-proof trapezoidal sealing wall has a top and a bottom end of a roadway roof and a bottom plate respectively, and a roadway wall on both sides; and a grouting hole, a metal anchor net, a sealing cloth, a filling body, a wire, a component such as a filling pipe, a sealing valve, a drain pipe, an expansion bolt, etc.;
- the metal anchor net is arranged on the surrounding rock by an expansion bolt, and the two metal anchor nets are connected to each other by a wire;
- a sealing cloth is arranged inside the metal anchor net, and the metal anchor net and the sealing cloth are connected by a wire;
- the filling body material is injected into the cavity formed by the sealing cloth and the surrounding rock through the grouting hole, and the sealed wall body is formed after filling; the grouting hole is formed;
- the grouting pipe is connected to the filling device;
- the fireproof material pouring pipe penetrating the wall is reserved in the middle of the closed wall, and the drain pipe penetrating
- the grouting pipe is connected with an external filling device, and the filling device is connected with the grouting pipe through the feeding pipe; the raw material slurry forming the filling body is injected into the sealed cavity through the filling device. .
- the filler body material comprises a material composed of sulphoaluminate cement and a composite retarding dispersing agent, and a material composed of lime, gypsum and composite quick-setting admixture, two The mixture is mixed in proportion and solidified to form a filling body.
- the mine explosion-proof trapezoidal sealing wall according to the present invention has a trapezoidal shape along a longitudinal section of the roadway, an outer side end of which is an inclined step surface, and an inner side surface which is a right angle surface.
- the width of the bottom of the ladder-shaped closed wall is 0.5 to 1.5 m, and the width of the lower bottom is 1.5 to 2 times of the upper bottom, which is determined according to the size of the roadway section.
- the mine explosion-proof trapezoidal sealing wall according to the invention is used for fixing the anchor net and the sealing cloth, and the distance between each expansion bolt is 30-50 cm, and the optional specifications are M16, M18, M20, M22, M24. Etc., and the length is 250 ⁇ 350mm.
- the method for constructing the mine explosion-proof trapezoidal sealing wall according to the present invention has the following steps:
- the mine explosion-proof trapezoidal sealing wall and the construction method thereof provide the filling area boundary by using the mining metal anchor net and the sealing cloth, thereby overcoming the shortage of the safety stability of the wooden building cavity, and adopting the steel plate or the masonry.
- the construction of the cavity is time-consuming and labor-intensive, and the use of the capsule raw material is difficult, vulnerable, and the service period is insufficient.
- the raw materials used are common items in coal mines, which are convenient to obtain and low in cost.
- the mine explosion-proof trapezoidal sealing wall and the construction method thereof are provided, and the side surface of the mine explosion-proof trapezoidal sealing wall formed by the invention is a right-angled ladder shape, and the inner side of the sealing wall is a right angle shape, which fully utilizes the advantage of the trapezoidal section wall with strong impact resistance. , further improving the explosion-proof capability of the closed wall.
- the mine explosion-proof trapezoidal sealing wall and the construction method thereof provided by the invention, the filling and conveying process provided by the invention The medium is fluid, which is more convenient to transport and transport than traditional masonry, steel, wood and other materials, and the filling body formed after mixing has strong impact resistance and cushioning effect, and the explosion-proof effect is better.
- the mine explosion-proof trapezoidal sealing wall and the construction method thereof are provided by the invention, and the cavity is formed by the hanging net method during the construction process, thereby avoiding the construction of the inner and outer walls, the construction time is short, and the efficiency is high.
- Figure 1 is a front view of the present invention for rapidly forming a closed wall in a mine well
- FIG. 2 is a perspective view showing the arrangement of an anchor net and an expansion bolt for constructing a sealing wall according to the present invention
- Figure 3 is a side view showing the structure of Figure 1A-A;
- Figure 4 is a side elevational view showing the cross-sectional structure of the filling and mixing device B-B of Figure 3.
- Figure 5 is a schematic perspective view of a closed wall
- a mine trapezoidal explosion-proof closed wall which is suitable for the rapid construction of closed walls during the thermal disaster of coal mines. It mainly comprises a grouting hole 4, a metal anchor net 5, a sealing cloth 9, a filling body 10, a wire 11, a filling pipe 12, a sealing valve 13, a drain pipe 14, and an expansion bolt 17.
- the metal anchor net 5 is an anchor net used in the mine support, which is convenient to take.
- the metal anchor net 5 is fixed to the surrounding rock 3 by expansion bolts 17, and is connected with the wire 11 to ensure its stability. Wherein, the distance between each expansion bolt is 30 to 50 cm.
- the sealing cloth 9 inside the metal anchor net is a flame-retardant cloth, and is connected with the anchor wire 5 by the wire 11 to prevent the slurry from flowing out through the mesh of the metal anchor net 5.
- the filling body 10 is a quick-setting slurry and has high strength.
- the quick-setting sizing slurry is composed of two basic materials of I and II.
- the I material is composed of sulphoaluminate cement and composite retarding dispersing agent
- the second material is composed of other auxiliary materials such as lime, gypsum and composite quick-setting admixture.
- the two basic materials are fluids for easy transport. At the same time, it is necessary to add a coagulant.
- the infusion tube 12 is used to inject a fireproof material such as mud, foam, or inert gas into the enclosed area.
- a drain pipe 14 is arranged at the lower end of the sealing wall to release water accumulated in the confined space in time.
- the side of the closed wall is trapezoidal in shape, and the explosion-proof effect is better.
- the width of the bottom of the ladder-shaped closed wall is 0.5 to 1.5 m, and the width of the lower bottom is 1.5 to 2 times of the upper bottom, which is determined according to the size of the roadway section.
- the expansion bolt 17 is used to fix the anchor net and the sealing cloth.
- the optional specifications are M16, M18, M20, M22, M24, etc., and the length is 250-350mm.
- the construction method of the mine explosion-proof trapezoidal sealing wall is mainly composed of a filling device 6, a valve 7, a grouting pipe 8, a flow meter 15, a feeding pipe 16, a mixer 18, a grouting pump 19 and the like.
- the construction steps are divided into four parts: the preparation stage, the feeding stage, the filling stage and the ending stage.
- Preparation stage the anchor net 5 and the sealing cloth 9 are trimmed according to the shape and size of the roadway section, and the length and width of the anchor net 5 and the sealing cloth 9 are both about 0.8 to 1 m longer than the roadway, and the excess part is used for fixing by the expansion bolt 17.
- Anchor net 5 and sealing cloth 9. The anchor net 5 and the sealing cloth 9 which have been cut according to the roadway specifications are connected and fixed by the wire 11 to form a whole. As shown in FIG. 1 and FIG. 5, a grouting hole 4 is formed in an upper center of the outer anchor net 5 and the outer sealing cloth 9 near the top plate 1, and the diameter is 8 to 12 cm, and the grouting pipe 8 is connected to the filling body.
- an opening is formed at an approximate center position of the inner and outer anchor nets 5 and the middle portion of the sealing cloth 9, respectively, having a diameter of 10 to 15 cm for arranging the grouting pipe 12; the inner and outer anchor nets 5 and the bottom of the sealing cloth 9 Near The center-like positions are respectively opened with orifices having a diameter of 8 to 12 cm for arranging the drain line 14.
- a mining metal anchor net 5 is arranged on both inner and outer sides of the area to be filled, and is fixed by an expansion bolt 17. The two anchor nets are connected by the wire 11 at the corresponding corner positions to prevent the anchor net 5 from being displaced during the filling process.
- the iron pipe is placed in the middle of the inner and outer anchor nets as the fire-proof material filling pipe 12, and the length of the iron pipe is 50-100 cm larger than the distance between the two holes, and the outer end of the pipe is controlled by a valve. Closed; through the two holes reserved at the bottom of the inner and outer anchor nets, the iron pipe is placed as the drain pipe 14, the length of the iron pipe is 50-100 cm larger than the distance between the two holes, and the outer end of the pipe is controlled to open and close by a valve;
- the grouting pipe 8 is connected to the grouting hole 4 and fixed by a wire.
- Feeding stage The pre-conditioned I and II basic materials are charged into the filling device 6, and the I and II feed flow ratios are controlled by the valves 7-2, 7-3 and the flow meter 15 to be 1:1.
- the filling device 6 is activated, the material in the filling device 6 is stirred to be evenly mixed, and then the filling area is filled.
- the valve 7-1 is appropriately adjusted to control the slurry inflow speed until it is closed. In order to prevent the filling material from condensing in the filling device, the feeding and filling should be carried out simultaneously.
- End stage After filling, it is necessary to clean the filling equipment in time to prevent plugging of the filling equipment. After 15 to 20 minutes of filling, the condensed state of the filling body 10 is sensed by a hard material such as a stone or an expansion bolt. After the condensed state of the filling body 10 is good, the external anchor net 5 and the sealing cloth 9 can be detached if necessary. Recycle or remain intact.
- the invention relates to a method for constructing a mine explosion-proof trapezoidal sealing wall, wherein the filling device 6 is a mixing and grouting integrated grouting machine, and there are a mixer and a grouting pump at the front end with I and II feeding inlets, and the feeding port is connected with the feeding port.
- the tube diameter is 8 to 12 cm.
- a valve 7-1 is present at the front end of the grouting pipe 8 for controlling the inflow speed of the slurry.
- the front feed tube 16 is used to prepare a quick setting slurry. And the feed pipe 16 is provided near the filling device 6 to provide valves 7-2, 7-3 and a flow meter 15 for controlling the material injection speed.
- the perfusion tube 12 and the drain line 14 can be set as needed or not, and if the condition is critical, the perfusion tube 12 and the drain line 14 need not be provided.
- the invention relates to a mine explosion-proof trapezoidal sealing wall, wherein the filling device is a mixing and pouring integrated grouting machine, and the filling device has two feeding ports at the front end, and a mixer and a grouting pump are arranged inside. And after the filling device, there is a valve at the front end of the grouting pipe to control the inflow speed of the slurry.
- the filling time can be adjusted according to the water content and the amount of coagulant added.
- the filling and drain lines can be set as needed or not, and if the condition is critical, the filling and drain lines are not required.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
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Abstract
Description
Claims (5)
- 一种矿用防爆梯形密闭墙,其顶端与底端分别为巷道顶板与底板,两侧为巷道壁;其特征在于:还包括注浆孔、金属锚网、密封布、充填体、铁丝、灌注管、密封阀、排水管、膨胀螺栓;所述的金属锚网通过膨胀螺栓布置在围岩上,两片金属锚网通过铁丝相互连接;金属锚网内侧设置密封布,金属锚网与密封布之间通过铁丝连接;通过注浆孔向其密封布和围岩形成的腔体内注入充填体材料,填充后形成密闭墙体;注浆孔通过注浆管与充填装置相连;密闭墙体中部预留贯穿墙体的防灭火材料灌注管,底部预留贯穿墙体的排水管。
- 根据权利要求1所述的矿用防爆梯形密闭墙,其特征在于:所述的注浆管与外部充填装置相连,充填装置通过进料管与注浆管相连;形成充填体的原料浆体通过充填装置注入密闭腔体内。
- 根据权利要求1所述的矿用防爆梯形密闭墙,其特征在于:所述的充填体原料包括由硫铝酸盐水泥、复合缓凝分散剂组成的I料与石灰、石膏及复合速凝剂组成的II料,两者按比例混合后凝固形成充填体。
- 根据权利要求1所述的矿用防爆梯形密闭墙,其特征在于:所述的密闭墙体沿巷道纵向切面呈梯形,其外侧端为斜梯面,内侧面为直角面。
- 根据上述权利要求1-4任意一项所述的矿用防爆梯形密闭墙的构筑方法,其特征在于构筑步骤如下:1)根据巷道断面形状、大小修剪锚网和密封布,然后用铁丝将密封布和锚网边角处对应位置连接起来。同时,在外侧锚网和密封布的上部近似中心位置开设注浆孔,用来进行充填体原料浆液的注入;在内外侧锚网和密封布中部近似中心位置分别开设孔口,用来布置防灭火材料灌注管;在内外锚网和密封布底部近似中心位置分别开设孔口,用来布置排水管路;2)在围岩上固定锚网和密封布,使用膨胀螺栓先固定内侧锚网和密封布,然后固定外侧锚网和密封布。固定过程中须保证两块密封布均处于锚网内侧,靠近待充填区域一侧;3)通过内外侧锚网中部预留的两个孔口放入铁管作为防灭火材料灌注管,管外端通过阀门控制启闭;通过内外侧锚网底部预留的两个孔口放入铁管作为排水管,管外端通过阀门控制启闭;4)准备充填原料,制备形成充填体所需的I料浆液与II料浆液;5)将配置好的的充填体原料浆液I料与II料注入充填装置内混合均匀后,再通过注浆孔注入密封布内,I料与II料浆液的混合比例为1∶1;直到密封布腔体内充实;6)对充实后的密封布腔体进行检测,测试充实程度;7)填充体进行静置凝固后,完成墙体构筑。
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AU2017388776A AU2017388776B2 (en) | 2016-12-28 | 2017-11-13 | Mine anti-explosion trapezoidal sealing wall and construction method therefor |
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CN201611235679.8 | 2016-12-28 | ||
CN201611235679.8A CN106837418B (zh) | 2016-12-28 | 2016-12-28 | 一种矿用防爆梯形密闭墙及其构筑方法 |
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CN106837418B (zh) * | 2016-12-28 | 2020-12-22 | 中国矿业大学 | 一种矿用防爆梯形密闭墙及其构筑方法 |
CN107178391B (zh) * | 2017-06-14 | 2018-12-28 | 江西理工大学 | 一种钢筋混凝土密闭墙的施工方法及应用 |
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CN112627894B (zh) * | 2020-12-23 | 2023-05-12 | 国能包头能源有限责任公司 | 一种井下密闭墙体构筑方法及密闭墙体 |
CN114811404B (zh) * | 2022-03-30 | 2024-04-26 | 辽宁工程技术大学 | 一种煤矿井下便携储存二氧化碳的装置及其使用方法 |
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