65results about How to "Reduce drainage costs" patented technology

The invention relates to a high-performance foam tailings cemented filling material and a manufacturing method thereof. The foam tailings cemented filling material consists of the following components in percentage by weight: 15.0 to 50.0 percent of cement, 40.0 to 85.0 percent of tailings, 0 to 30.0 percent of fly ash, 0 to 1.0 percent of water-reducing agent, and 0 to 0.3 percent of foaming agent. The manufacturing method of the filing material comprises: mixing the cement, the tailings, the fly ash and the water-reducing agent in the proportion at room temperature; adding water and stirring the mixture to be slurry; ensuring that the ratio of water to ash is less than 1.5; preparing the foaming agent in the proportion into foam; adding the foam to the mixture material stirred well and stirring again; uniformly distributing the added foam in the mixture material; and forming the foam tailings cemented filling material. The method has the advantages of greatly increasing the utilization rate of the tailings and effectively reducing the accumulation of the tailings on the ground. The filling material has the advantages of realizing self-flow transport of downhole pipelines and improving downhole operation environment, along with good fluidity, low water consumption and no material segregation.

The invention discloses a method for water resource cascade adjustment control and water quality ecological purification in a high groundwater level coal-mining subsidence area, belonging to methods for water quality ecological purification in coal-mining subsidence areas. According to the method, after the high groundwater level mining area is mined, due to surface subsidence and high groundwater level, a large quantity of water is accumulated in the surface, the water resource utilization efficiency is low, the water quality is relatively poor, and the water quality of a water body in the mining area generally has the problems of heavy metal and sulfide pollution, water body eutrophication and the like according to existing analytical tests. The method is mainly used for solving the problems of water distribution of accumulated water in the mining subsidence area, water quality ecological purification and the like, the adjustment control of surface water resources is mainly realized through main rivers distributed in the mining area, N-stage control and Nstage water surface are established on the main rivers due to relatively large surface elevation difference after mining area subsidence, and pollutants and eutrophic substances in the water body are purified by corresponding three-dimensional distributed aquatic plants and animals according to test analysis results of the water quality of the water body so as to achieve the purpose of water quality purification of the water resources of the accumulated water in the high groundwater level mining area.

The invention relates to a novel water control method suitable for mine shafts, which is characterized by firstly adopting grouting for water plugging at a water-bearing layer at the upper part of the shaft; arranging a wall seat at the boundary of the water-bearing layer and a water-resisting layer and arranging a bypass for water interception after the wall on the upper surface of the wall seat; arranging a dewatering orifice in the bypass and arranging a water guide pipe in the orifice, wherein the wall seat is wider than the bypass and the wide part of the wall seat is upwarped for water blocking; arranging a water collecting ring in the shaft at the upper part of an access road and draining water collected by the water collecting ring into the bypass after the wall, wherein a baseplate of the access road is 200-300mm higher than the bypass; and pre-burying a drainage pipe and enabling gushing water collected at the upper part of the bypass to self-flow into a water sump and be further drained to the ground through a drainage device. By adopting the novel water control method, the construction conditions of the mine shaft can be improved, the construction quality can be improved and the progress can be accelerated; furthermore, water damages can be effectively prevented during the production period of a mine, the safety of the mine shaft is protected, the drainage cost is reduced and the service life of the mine shaft is prolonged.

The invention discloses a tunnel counter-slope drainage design method based on water inflow estimation and dynamic monitoring. The method comprises the following steps that on-site geological survey is carried out, geological conditions of sections where a tunnel is located are learned, and water burst risk assessment is carried out on all the sections through first investigation data; based on power minimization optimization, water inflow of all the sections of the tunnel is estimated, a power minimization optimization method is adopted for carrying out grading calculation on pump stations, and optimal water pump power is selected; the power of the pump stations is set according to the optimal water pump power, it is ensured that the power of all the pump stations is set to correspond to the actual water outlet amount of the tunnel, and a counter-slope drainage scheme is set; a TEM transient electromagnetic method and an induced polarization method are adopted for accurately locating water containing areas of the water containing sections of the tunnel, the water content is estimated, the water inflow of the tunnel face can be dynamically monitored in real time, and the set of the counter-slope drainage arrangement is adjusted according to the water inflow, the water inflow change rate and the estimated water content. The water containing areas before the excavated tunnel face can be located accurately, and the water inflow can be estimated accurately.

The present invention discloses a soft soil foundation treatment construction method by adopting low-position precompressed dewatered dynamic compaction process. It is characterized by that said method includes the following steps: firstly, building horizontal dewatering network on the foundation surface; then placing vertical dewatering body in the soft soil layer, inserting said vertical dewatering body into the bottom portion of soft soil layer; setting water-collecting wells around the periphery of said soft soil foundation, and making them be communicated with water-collecting channel of precompressed zone edge; back-filling broken stone soil and rolling by layers.

The invention discloses a goaf coal gangue compaction, roof contact, gridding and supporting solid filling method. Specifically, a high-strength coal gangue concrete filling material and a pure ganguenon-strength filling material are blended through a control system, and a net-shaped structure state combining a high-strength latticed supporting system and non-strength latticed inner filling is formed in a goaf by adopting a cross spraying operation mode of the two materials. The method has the beneficial effects that a gangue dump can be canceled; damage to a top plate and a bottom plate is reduced or eliminated, and water gushing of the top plate and the bottom plate is reduced; gas emission is reduced; the roadway retaining effect of two roadways is guaranteed, roadway retaining cost isreduced, coal pillar-free mining is achieved, the coal resource recovery rate is increased, the roadway tunneling amount is reduced, and mining continuing tension is relieved; the top and bottom plate approaching amount of the goaf is greatly reduced or eliminated, the top and bottom plate pressure is reduced, and good conditions are created for lower-layer mining; air circulation in the goaf iseffectively prevented, and coal gangue spontaneous combustion and residual coal spontaneous combustion are avoided; and great economic benefits are brought to enterprises.

The invention discloses a curtain grouting technology for an ore body roof karst fracture development and strong water-rich ore deposit. According to the technical scheme, firstly, upward exploration and injection holes are distributed, six upward exploration and injection holes with an elevation angle of five degrees, six upward exploration and injection holes with an elevation angle of 15 degrees and six upward exploration and injection holes with an elevation angle of 25 degrees are distributed in each chamber, the exploration and injection holes are designed with the chambers as base points, all the exploration and injection holes of all the lengths are evenly distributed in the plane with a stagger angle of 60 degrees, the hole depth is 50 m, and the exploration and injection holes with the elevation angle of five degrees, the exploration and injection holes with the elevation angle of 15 degrees and the exploration and injection holes with the elevation angle of 25 degrees are evenly distributed in the plane with a stagger angle of 20 degrees; secondly, downward exploration and injection holes are distributed, the outward and downward exploration and injection holes with the angles of -5 degrees,-30 degrees and -60 degrees are distributed in end chambers, the hole depth is 50 m, all the downward exploration and injection holes are evenly distributed symmetrically in the plane, and the included angle is 10 degrees; thirdly, according to the requirement of accurate mining engineering, grouting is carried out, and a grouting curtain is formed. The grouting curtain with the high water plugging rate is built under a mine according to roof karst fractures, the functions of water separation and reinforcement can be achieved, ore bodies are released safely and efficiently under the protection of the grouting curtain, and technical guarantees are provided for safe and efficient mining of the mine.

The invention discloses a waterproofing and drainage system for a tunnel-type anchorage of a suspension bridge, and a construction method, belonging to the technical field of building construction. The construction method comprises grouting surrounding rocks to seal water, arranging annular, longitudinal and transverse water-percolating blind pipes on the periphery of the tunnel to divert water, hanging waterproof plates on the periphery of the tunnel to proof water, arranging water-collecting wells at the bottoms of a front anchorage chamber and a rear anchorage chamber to collect water, and arranging a transverse drainage channel at the bottom of the tunnel to discharge water. According to the waterproofing and drainage system for the tunnel-type anchorage of the suspension bridge, and the construction method, on the one hand, the stability of surrounding rocks around the tunnel-type anchorage is protected, and the project quality of the main body is protected, so that the bridge safety is enhanced; on the other hand, the drainage work of a water pump in the operation period is cancelled, the drainage cost of the tunnel-type anchorage in the operation period of the bridge is greatly reduced; and the transverse drainage channel of the tunnel-type anchorage is formed by horizontal drilling of a drilling machine, the method is simple, the use is flexible, the construction period is short, and the cost is low.

The invention discloses a method for constructing an internal dam body of an internally-discharged strip mine dump. The method comprises the following steps that an upper surface connecting line of an original water-resisting layer is taken as an artificial water-resisting layer to fill a reference datum upper boundary; a dam body foundation pit is arranged, and a trapezoidal base platform is arranged on the center line of the dam body foundation pit; a halfpace-shaped water retaining dam core wall is built on the artificial water-resisting layer, and a reinforcing mesh and a grouting pipeline are arranged in the water retaining dam core wall; a foundation anti-seepage layer, waterproof geotechnical cloth and a clay anti-seepage layer are sequentially laid on the side, close to an original aquifer, of the water retaining dam core wall; advancing of a dumping working face is enhanced on the side, away from the original aquifer, of the water retaining dam core wall, and strip mine stripping objects are discharged to form a supporting body; a space between the clay anti-seepage layer and the original aquifer is filled to form a plugging body; and the construction is carried out according to the steps, the dump continues dumping, the facility formed in the steps is buried inside the dump, and a continuous water retaining dam is formed. The dam body is coordinated with strip mine stripping, mining and discharging operation, the water blocking effect is good, the dam body reliability is high, the influence on production is small, and the cost is low.

The invention provides a gas extraction hole drainage method and belongs to the field of coal mine gas extraction. The gas extraction hole drainage method aims to achieve that drainage and exhaust ofan upward hole are synchronously conducted, so that gas extraction is conducted in time. The gas extraction hole drainage method comprises the following steps that firstly, a hole sealing embedded pipe is buried in the upward extraction hole; secondly, a connection device arranged at the bottom end of the hole sealing embedded pipe is utilized to assemble a drainage pipe and an exhaust pipe; thirdly, an extraction system is started, gas in the extraction hole is extracted out through an exhaust passage, and water in the extraction hole is discharged through a drainage passage under the actionof weight. According to the gas extraction hole drainage method, by means of the connecting device, the drainage pipe and the hole sealing embedded pipe are made to communicate to form the drainage passage; by means of the connecting device, the exhaust pipe is inserted into the hole sealing embedded pipe to form the exhaust passage; by means of design of an inner pipe and an outer pipe of the connecting device, the drainage passage and the exhaust passage are mutually independent and do not interfere each other, gas-water separation is achieved, so that gas extraction and drainage of an extraction hole can be simultaneously conducted, and the purpose of conducting gas extraction in time is achieved; and gravity drainage is conducted, so that control is easy, and cost is low.

An optimization method for underground single-hole drainage of high-pressure coal seam floor water is provided, and is suitable for drainage of water in a high-pressure coal seam floor water-containing layer by a single borehole in mining. The method comprises: conceptually converting a tunnel in which a candidate drainage borehole position is located into a straight line segment, wherein an optimum drainage borehole position is a point that is within the straight line segment and that satisfies that a peak value of a drainage flow required by all control points during falling to a safe water level is minimum; when a to-be-drained water-containing layer is a homogenizing isotropic water-containing layer, the point is a point that a farthest distance away from each control point in a roadway straight line segment is minimum; when the to-be-drained water-containing layer is a homogenizing anisotropic water-containing layer, the point is a point that a peak value of the drainage flow required by each control point in the roadway straight line segment is minimum; and by using a genetic algorithm, solving and obtaining a coordinate of the optimum drainage borehole position and the optimum drainage flow. The method optimizes a high-pressure coal seam floor water single-hole drainage project, with mining be safe, underground water resources are protected at maximum extent, realizing an optimum balance between safety, economy and environmental protection.

The invention discloses an underwater mining method tunnel reasonable burial depth calculation method. The underwater mining method tunnel reasonable burial depth calculation method comprises the following steps of obtaining the thickness of a sludge layer or a soft soil layer and the existing crack depth of a bed rock surface layer through geological drilling exploration, and calculating the existing crack depth of a soft soil covering layer at the top of a tunnel structure and the existing crack depth of the bed rock surface; measuring the height of a water head and the maximum width of an arch waist of a tunnel, and calculating the thickness of a safety protection layer considering the water insulation and permeation effects of a rock stratum according to coefficients of the water insulation and permeation effects of the rock stratum, the firmness coefficient of the rock and the safety margin; according to the foundation coefficient and the minimum resistance line of a single most dangerous cartridge bag, calculating the length of a water guide crack of a surrounding rock loose circle due to drilling and blasting; and calculating the reasonable burial depth of the mining methodtunnel. On the premise of ensuring the safety of the covering layer at the top of the tunnel, each of water prevention and drainage is no longer one of main factors influencing the tunnel constructionprogress during mining tunnel construction, and the drainage cost during tunnel operation can be greatly reduced.

The invention discloses a water and gas double-base driving discharge and mining system. A first piston of a ground driving pump unit is connected with a hard water pipe to apply suction force or pressure to the hard water pipe. A second piston of the ground driving pump unit is connected with a capillary gas pipe which is connected with a gas pressure buffering tank. The upper side of a double-side piston power implementation unit communicates with the hard water pipe, and the lower side of the double-side piston power implementation unit communicates with the capillary gas pipe. An oil drawing and discharge and mining rod pump unit is in linkage with the double-side piston power implementation unit. When the ground driving pump unit is used for applying pressure to the hard water pipe, the double-side piston power implementation unit drives the oil drawing and discharge and mining rod pump unit to move downwards. When the ground driving pump unit is used for applying suction force to the hard water pipe, the gas pressure buffering tank is used for keeping relative constant pressure when the first piston moves upwards and a cylinder piston of the double-side piston power implementation unit is lifted upwards, so that the oil drawing and discharge and mining rod pump unit is driven to move upwards.

The invention discloses a coal mine underground abrasive continuous supply system. The coal mine underground abrasive continuous supply system adopts the flow direction of fluid as a downstream direction, and comprises a first feeding mechanism, a second feeding mechanism, a jet flow adding mechanism for adding abrasives to the first feeding mechanism and the second feeding mechanism, a high-pressure water mechanism for supplying high-pressure water to the first feeding mechanism and the second feeding mechanism and a water spray mechanism for spraying the high-pressure water for water jet operation, wherein the first feeding mechanism and the second feeding mechanism are arranged in parallel. The water spray mechanism is connected with the first feeding mechanism and the second feeding mechanism. The first feeding mechanism and the second feeding mechanism are both feeding mechanisms. The coal mine underground abrasive continuous supply system provides a basis for a plurality of operation modes, greatly enhances the adaptability of the coal mine underground abrasive continuous supply system, enables continuous operation, and avoids the defects of water transportation.

The invention discloses a method for improving flowability of milltailings and application of the method. The method comprises the following steps: (1) preparing a 0.1% sodium carboxy methyl cellulosesolution in mass fraction; and (2) putting the 0.1% sodium carboxy methyl cellulose solution into a sand cabin, and sufficiently mixing with a sand liquid, wherein the addition amount of the sodium carboxy methyl cellulose solution is 30-60kg/m<3>. The method has the beneficial effects that due to mixing of the 0.1% sodium carboxy methyl cellulose solution with the sand liquid, the flowability ofmaterial slurry is improved, then the concentration of the material slurry is increased, the water drainage expense is reduced, the filling strength is improved, and the method has great significances for both the company and social and economic benefits.

The invention discloses a construction technology for reserving a novel rock plug and relates to the technical field of hydraulic and hydro-power engineering, in particular to the construction technology for entrance/exit engineering of an underground cavern with the higher flood prevention requirement. According to the construction technology disclosed by the invention, the rock plug is reserved between an entrance/exit and the underground cavern; the reserved rock plug is arranged in a tunnel which is 10-15m apart from a structural joint between structural concrete of the entrance/exit and lining concrete of the tunnel; a steel pipe channel is formed in the reserved rock plug; the tip of the steel pipe channel is provided with a steel valve; after construction on the concrete of the entrance/exit and a gate is switched out, the reserved rock plug is removed by explosion. The construction technology disclosed by the invention is simple in pattern, safe and reliable to run and convenient in construction, and has very good application prospect and promotion value on the entrance/exit engineering construction of the underground cavern with the higher flood prevention requirement.

The invention discloses a combined drainage system suitable for drainage of a weakly permeable soil layer slope, which is formed by combining a three-dimensional drainage system, a vacuum drainage assisting system and a siphon/direct drainage system, the three-dimensional drainage system comprises a horizontal drainage floral tube (8), a vertical drainage floral tube (17) and a water collecting well (5), and the vacuum drainage assisting system comprises a vacuum pump (11) and a vacuum exhaust tube (10). The siphon/direct drainage system comprises a self-flow direct drainage mode and a siphon drainage mode, the direct drainage system comprises a water guide hole and a direct drainage pipe (21), the siphon drainage system comprises a deep-well pump (12), a siphon (15) and a siphon water supplementing pipe (13), the deep-well pump (12) is installed at the bottom of the water collecting well (5), and the water inlet end of the siphon (15) extends into the lower portion of the water collecting well (5) along the inner wall of the water collecting well (5). The method can effectively realize smooth and concentrated drainage of weak-permeability soil layer slope underground water, prevents slope surface soil layer saturation and erosion damage, and improves the lasting stability of the slope.

The invention discloses an open channel section construction system and method adopting a layer-by-layer drainage method, and the system comprises construction platforms which are sequentially arranged in the excavation direction, the construction platforms are each of a trapezoidal structure with the wide top and the narrow bottom in the horizontal radial direction, and the arrangement heights of the construction platforms are gradually reduced to form a stepped hierarchical platform structure; a multi-pipe self-priming pump drainage system for drainage of the open channel section is arranged on each construction platform, an inclined face structure is formed from the excavation inlet to the target depth, the open channel section is formed, and the open channel section comprises a plurality of construction layers which are the same as the hierarchical platform structures in number and sequentially constructed in the vertical direction. According to the core thought of the degradation drainage construction system and method for open channel section construction, peripheral water flow of open channel excavation is blocked through special construction measures in the excavation process, and the construction measures comprise step-by-step drainage and step-by-step excavation till the designed excavation size is finally achieved; and finally, the water content of the sand layer in the open channel opening range is effectively controlled.