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142results about How to "Prevent weathering" patented technology

Supporting and reinforcing structure of coal mine tunnel and construction technology thereof

The invention discloses a supporting and reinforcing structure of a coal mine tunnel and a construction technology thereof. The supporting and reinforcing structure of the coal mine tunnel comprises a lane, wherein a grid-shaped reinforced layer is arranged on the inner wall of the lane, an anchor rod is arranged on the grid node portion of the reinforced layer, the inner end of the anchor rod is anchored in surrounding rock of the lane, and an anchor plate and a nut of the anchor reinforced layer are arranged at the outer end of the anchor rod. A concrete spraying layer covered on the reinforced layer and arranged at the outer end of the anchor rod is further arranged on the inner wall of the lane, a grouting anchor rod is arranged in the surrounding rock of the lane, an anchor cable is further arranged in the surrounding rock of the lane, the inner end of the anchor cable is anchored in the surrounding rock of the lane, and the outer end of the anchor cable is anchored on the outer side of the concrete spraying layer through a tray and a tensioning lock. The supporting and reinforcing structure of the coal mine tunnel integrates the surrounding rock of the lane in cementing mode with the initiative supporting theory as the guidance, prestress is reserved in the rock body, and stress is released and superimposed slowly, so that self integral strength and stability of soft rock and coal body are improved, the surrounding rock in a release ring of the lane can form a structure relatively homogenous and stable, and the aim of reinforcing and protecting the soft rock lane can be achieved within a long time.
Owner:PINGDINGSHAN TIANAN COAL MINING

Filling-reclaiming method for building land in coal mining subsidence areas

InactiveCN101713291AEase the growing tensionSave the occupied landUnderground miningSurface miningSpontaneous combustionPorosity
The invention provides a filling-reclaiming method for building land in coal mining subsidence areas, which belongs to the technical field of mining and is used to solve the problem of developing and utilizing coal gangue. The invention adopts a technical scheme that the method is implemented according to the following steps: a, draining accumulated water in reclamation areas and clearing silt; b, striping and stockpiling surface soil; c, determining the thickness and density of coal gangue for hierarchical backfilling through a vibration pressure test; and d, performing hierarchical backfilling compaction on the coal gangue and soil. The method has the following main advantages that: 1, the ways of utilizing the coal gangue are expanded, and environmental pollution caused by stockpiling the coal gangue on ground is reduced; 2, the situation that building land is increasingly short is alleviated by reclaiming subsidence land to be the building land; and 3, the treatment for coal gangue for large-area hierarchical backfilling by a hierarchical vibration-compaction method is economical, reasonable and ideal in compaction effect, can improve the compactness and bearing capacity of coal gangue layers, and can prevent the spontaneous combustion or efflorescence of coal gangue foundations and the separation of harmful substances from polluting local environment because hierarchical compaction greatly reduces porosity and isolates air.
Owner:煤炭科学研究总院唐山研究院

Method for improving slope stability of expansive soil and controlling structural damage of expansive soil

InactiveCN103088834AWeakening rangeReduce expansion and contraction deformationExcavationsIn situ soil foundationSoil scienceGeomembrane
The invention discloses a method for improving slope stability of expansive soil and controlling structural damage of the expansive soil. An expansive soil slope form obtained through the method prevents direct contact of the expansive soil and the atmosphere and effectively avoids weathering of the expansive soil. A water-proof geomembrane is covered on a surface layer of the expansive soil, drainage facility is arranged on the surface layer of the expansive soil, variation range of water-containing rate in the expansive soil can be effectively reduced, and expansive deformation of the expansive soil is reduced. An overlaying load function further limits expansive and shrinkage deformation of the expansive soil and generation and development of fractures, avoids structural damage of the expansive soil, and prevents the structural strength from being reduced, each stagee of stopping wall adopts a flexible protection structure which can avoid damage of the structure caused by discordant deformation between the expansive soil and the structure, so that a slope protection structure has strong capacity to be adapted to deformation and antidumping capacity. The method for improving slope stability of expansive soil and controlling structural damage of the expansive soil is simple and convenient to construct and good in effect.
Owner:HOHAI UNIV

Coal mine explosion-proof sealed wall and construction method thereof

The invention provides a coal mine explosion-proof sealed wall which comprises a roadway, two sealed walls, a filled wall and two grouting areas, two cutting grooves are formed in the periphery of theinner wall of a roadway sealing section needing to be sealed in parallel in the upward direction, the two sealed walls are arranged in the two cutting grooves respectively, and the filled wall is arranged between the two sealed walls; grouting areas are arranged on the side walls of the periphery of the roadway on the two sides of the two sealed walls respectively, a water discharging pipe, an observation pipe, a filling pipe, a goaf grouting or nitrogen injection pipe and an inspection pipe are sequentially arranged between the two sealed walls from bottom to top, a plurality of grouting pipes are arranged on the surface of the roadway in the circumferential direction of the roadway, one ends of the grouting pipes penetrate into the roadway by 2-5 m, and the other ends of the grouting pipes are connected with grouting equipment, and the filled wall is formed by filling flexible filling materials. The sealed wall constructed by the construction method of the coal mine explosion-proofsealed wall has the advantages of being good in sealing performance and high in explosion-proof capacity, and the strength and air tightness requirements can be met to the maximum degree through material combinations with different properties and different shrinkage rates.
Owner:ANHUI JIATAI COAL MINING TECH

Complete non-coal-pillar continuous depressurized mining method for close-distance coal seam groups

ActiveCN104564072APromote reliefReduce ground stressUnderground miningSurface miningStress concentrationBreather
The invention discloses a complete non-coal-pillar continuous depressurized mining method for close-distance coal seam groups, which is applicable to coal mining engineering. The method comprises the following steps: determining the mining sequence of each coal seam in a coal seam group; when a first coalface of a first mined coal seam is mined, building a filling wall in which a breather pipe is arranged along the edge of a goaf so as to form a gob-side entry retaining, taking the roadway as a transportation roadway when a second coalface is mined, continuing to perform a gob-side entry retaining in a track roadway, breaking and removing a flexible film bag on the surface of the previous gob-side entry retaining behind the coalface, and when the coal recovery of the second coalface is completed, filling carbon dioxide into the breather pipe in the filling wall of the first coalface so as to prompt the filling wall to have a carbonization reaction and then break and disassemble. After a coal seam is completely mined, because a top plate is not supported by a coal-rock pillar, the top plate can move and sink fully, so that the depressurized mining on adjacent coal seams is realized, thereby avoiding the stress concentration produced by the hangover of the filling wall, and facilitating the maintenance for mining spaces, the extraction of gas and the prevention and control of dynamic disasters.
Owner:CHINA UNIV OF MINING & TECH

Cut-off embankment side slope ecological protection and construction method

The invention relates to the technical field of civil engineering, in particular to an ecological protection system of a cut-off embankment side slope, and is suitable for ecological protection construction of a cut-off embankment side slope. The ecological protection system for the cut-off embankment side slope comprises a herringbone framework structure, a lining concrete precast block structurewith bottom supporting, pulling and pressing stability, and a shaped sliding type material conveying and curing slope frame structure. The invention deepens the design of the herringbone framework side slope protection system, the slope protection design and construction are simple and convenient, a good side slope protection effect is achieved, natural vegetation is recovered, erosion and weathering of a side slope are prevented, water and soil loss is prevented, and environmental protection is facilitated. Meanwhile, the invention further provides a construction method, the method is convenient to construct, the construction progress is accelerated, devices can be recycled, side slope stair tread can be poured in a segmented mode, the construction progress is convenient to control, meanwhile, the problem of material transportation on the side slope is solved, positioning of an pre-embedded steel plate can be effectively achieved, and a guarantee is provided for installation of an embankment handrail.
Owner:HANGZHOU JIANGRUN TECH LIMITED

High-strength cement sound-absorbing plate

The invention relates to a high-strength cement sound-absorbing plate, which comprises a sound-absorbing layer and a sound-insulating layer, wherein a cavity is formed between the sound-absorbing layer and the sound-insulating layer; sound-absorbing materials are filled into the cavity; the surface of the sound-absorbing layer is provided with a plurality of shutter-type sound-absorbing holes communicated with the cavity. The gradient of a shutter-type sound-absorbing hole window is set in such a manner that dust, rain and snow can be prevented from entering the inside of the sound-absorbing plate, and the sound-absorbing material is prevented from being corroded by rain and snow; the surface of the sound-absorbing plate has a hydrophobic effect, so that the problem of accelerated aging caused by freezing and thawing effects can be solved effectively, damages of moisture and cold to the sound-absorbing plate are prevented, and meanwhile weathering can be prevented; the high-strength cement sound-absorbing plate is molded at a time via a mold, and a unit plate has high structural stability and high structural strength; perlite and the like are taken as sound-absorbing materials, so that the structural strength of the sound-absorbing plate is enhanced while the sound-absorbing effect is ensured.
Owner:JIANGSU DONGZE ENVIRONMENTAL PROTECTION TECH

Method for mining thick ore body through segmental ore breaking and subsequent cemented filling

The invention discloses a method for mining a thick ore body through segmental ore breaking and subsequent cemented filling. The method comprises the following steps: 1) dividing the ore body into a plurality of segments along the vertical direction of the ore body; 2) dividing the ore body into a plurality of stopes in each segment along the trend of the ore body; 3) arranging rock drilling roadways along a direction perpendicular to the trend of the ore body in each stope, wherein the rock drilling roadways penetrate the ore body and extend to the hanging wall rock of the ore body; 4) supporting the rock drilling roadways formed in the step 3): a, spraying concrete onto the wall surfaces of the roadways; b, knocking anchor poles into the two sides and the tops of the roadways; c, fixedly laying steel mesh reinforcement onto the two sides of the roadways; and d, spraying a 100-mm-thick layer of concrete onto the surfaces of the steel mesh reinforcement; and 5) carrying out mining: a, mining the ore body from hanging segment to footwall segment successively; and b, mining every stope in each segment in such a manner that primary mining is carried out on odd or even stopes at first and then secondary mining is carried out on the rest stopes.
Owner:NORTHWEST RES INST OF MINING & METALLURGY INST

Non chain pillar gob-side entry retaining method with filling wall self-erasure

The invention provides a non chain pillar gob-side entry retaining method with filling wall self-erasure, and applicable to shaft and drift supporting engineering. During the exploitation of an upper section coal face, a high-water material is pumped into a flexible mold bag along the edge of a goaf, a roadside filling wall is formed by construction, and a breather pipe is pre-arranged in the filling wall; during the exploitation of a lower section coal face, the flexible mold bag behind the coal face is cut, after the exploitation is completed, carbon dioxide is injected into the breather pipe, carbonization reaction occurs on the filling wall, and the filling wall is broken and decomposed, so that the self-erasure of the roadside wall is achieved. According to the method, during the gob-side entry retaining service period, the high-supporting performance of a high-water material roadside wall is fully come into play, after the gob-side entry retaining is scrapped, the self-erasure of the filling wall can be achieved, the stress concentration generated by the leftover of the filling wall is prevented, the effect of full pressure relieving on upper and lower adjacent coal beds is achieved, and the method has the positive effect on mining space maintenance, gas extraction and dynamic disaster prevention and treatment.
Owner:CHINA UNIV OF MINING & TECH

Perforation big head slip casting constant resistant anchor rod

The invention discloses a perforation big head slip casting constant resistant anchor rod in mining tunnel supporting equipment. The perforation big head slip casting constant resistant anchor rod mainly comprises an exploding perforation device, an O-shaped hole sealing power winding device, a high pressure slip casting device, a constant resistance deformation device, a lengthening detection device and an extending anchor rope device. The above-mentioned parts are used for forming a perforation big head slip casting constant resistant anchor rod structure. The exploding perforation device is used for enabling the perforation to be cracked at the end socket of the anchor rod. The O-shaped hole sealing power winding device is used for sealing the perforation and fixing the anchor rod in the middle or any other reasonable positions of the anchor rod. The high pressure slip casting device is used for injecting slurry to form the big head slip casting anchor rod in the end socket of the anchor rod. The constant resistance deformation device is arranged in the middle of the anchor rod. The lengthening detection device is arranged at the tail of the anchor rod. The extending anchor rope device is arranged at the end socket of the anchor rod. The problems that a cone stress structure of the end socket of the anchor rod cannot deform and detecting devices cannot be recycled are solved. The perforation big head slip casting constant resistant anchor rod has the advantages of constant resistance deformability, recycling of the detecting devices and a half-space stress structure of the big head of the end socket of the anchor rod, and build-up arch intensity of anchor rod supporting is strengthened.
Owner:尤洛卡(山东)矿业科技有限公司

Novel automobile high-pressure-resistant oil tank isolation valve

The invention relates to a novel automobile high-pressure-resistant oil tank isolation valve. The novel automobile high-pressure-resistant oil tank isolation valve is characterized in that the oil tank isolation valve comprises an isolation valve body, a spring assembly, a valve core assembly, a supporting rod, a restrictor ring, a sealing ring and an electromagnetic valve; the spring assembly, the valve core assembly, the restrictor ring, the supporting rod and the sealing ring are all arranged in the isolation valve body; and the electromagnetic valve is arranged at the end of the isolationvalve body. According to the technical scheme, the novel automobile high-pressure-resistant oil tank isolation valve is simple and ingenious in structure, and the complex functions of high-pressure air exhausting, negative-pressure air supplementing, oil charging air exhausting and the like are achieved by means of a few of parts including plastic parts, springs, the electromagnetic valve, rubberparts and the like; by adjusting the diameter of a hole and the sizes of the springs, the requirements of different customers can be met; only one electromagnetic valve is adopted for the isolation valve of the structure, so that electric energy is saved; and the isolation valve of the structure is small in size and does not occupy the space of a chassis.
Owner:YAPP AUTOMOTIVE PARTS

Poor-quality surrounding rock concrete wet-spraying method

ActiveCN103496901AGood homogeneityStable performancePoor qualityPeristaltic pump
The invention relates to an underground coal mine supporting method, particularly relates to a roadway surrounding rock concrete wet-spraying method, and in particular relates to a poor-quality surrounding rock concrete wet-spraying method. The poor-quality surrounding rock concrete wet-spraying method comprises the following steps: respectively sieving stones and sand with a dedicated standard stone sieve and a dedicated standard sand sieve, then mixing cement, stones and sand through a batching machine according to the mass ratio of 1:(1.5-3):(1.5-3); conveying the batched mixed materials to an agitator; adding water in the agitator according to the water-cement ratio of (0.4-0.5):1, agitating to obtain concrete, adding a water reducing agent and a hydrated agent into the concrete, wherein the addition amount of the water reducing agent is 0.8%-1wt% of the cement, and the addition amount of the hydrated agent is 0.3%-2.0wt% of the cement; transporting the concrete to a wet spraying machine, arranged underground, through an anti-explosion tank car; adding an alkali-free liquid-state accelerator into the to-be-sprayed concrete at the spray nozzle of the wet spraying machine by a peristaltic pump through a regulating valve, wherein the addition amount of the alkali-free liquid-state accelerator is 1%-3wt% of the cement, and the concrete is sprayed out from the spray nozzle of the wet spraying machine. According to the poor-quality surrounding rock concrete wet-spraying method, the problem that the supporting effect of the surrounding rock, especially poor-quality surrounding rock is poor by adopting concrete dry spraying can be solved.
Owner:DATONG COAL MINE GRP

Roadway U-shaped steel sleeving shed supporting structure

The invention discloses a roadway U-shaped steel sleeving shed supporting structure. The supporting method that anchor cables and a metal net are arranged, mortar spraying is conducted, a U-shaped steel sleeving shed is arranged, and grouting is conducted is adopted; firstly, an anchor net spraying layer is formed, the anchor net spraying layer has the effect of preventing surrounding rock from further weathering and deliquescing, the loads on the two sides and a roof of a roadway evenly act on supports so as to avoid stress concentration, thus, rapid press-deformation and roof caving which are caused by crushing of the surrounding rock at the initial excavation period of the roadway can be controlled effectively, and finally an anchor net spraying combination isolation arch on the surfaceof the roadway is formed; secondly, a supporting rigid layer is formed between every two layers of U-shaped steel; the roadway U-shaped steel sleeving shed supporting structure can be resistant to compression with high strength and can conduct yielding moderately, and a hardness and softness double-layer supporting structure is formed; and the stability and supporting strength of the surroundingrock of the crushed soft rock roadway are promoted greatly, a certain guarantee is provided for safe production of a coal mine, meanwhile, a certain amount of roadway maintenance cost is also reducedfor an enterprise, great benefits are achieved for development of the coal enterprise, and thus the roadway U-shaped steel sleeving shed supporting structure can be used and popularized on a large scale.
Owner:GUIZHOU UNIV

Supporting treatment construction method for high and steep side slopes of tunnel portal bedding strong weathered rocks

ActiveCN109610481AIncreased risk of landslidesGood drainageExcavationsReinforced concreteEngineering
The invention discloses a supporting treatment construction method for high and steep side slopes of tunnel portal bedding strong weathered rocks. The method comprises the following steps: (1) densely-arranged steel pipe piles which are distributed in an approximate semicircular arc mode are arranged outside a design boundary of a main slope, U-shaped drainage grooves are constructed and formed along the inner sides of the densely-arranged steel pipe piles, geogrids are paved within the range of 1-2 m along the outer sides of the densely-arranged steel pipe piles, and a layer of concrete is sprayed to the surfaces of the grids; (2) an anchor cable frame beam structure is arranged on the surface of the side slope on the inner sides of the densely-arranged steel pipe piles, a concrete layerslightly higher than a frame beam is built along the inner side of each frame, and hollow polygonal edge blocks are evenly arranged in the frames; (3) a plurality of reinforced concrete piles are evenly arranged on the left side and the right side of the tunnel portal design boundary at intervals; and (4) a foundation pit is excavated along the outer side of the reinforced concrete piles, and a reinforcement cage is built along the foundation pit and around the reinforced concrete piles to form a retaining wall structure. The method can effectively solve the problem of treatment of the high and steep side slopes of the bedding strong weathered rocks, and has the advantages of efficient construction, safe structure and the like.
Owner:XIANGTAN UNIV
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