Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

282results about How to "Solve support problems" patented technology

Integrated suspension device for retaining a lane for next sublevel

The invention relates to a gob-site entry retaining comprehensive support device, which effectively solves the problems not solved in the prior art that how mechanized formwork erection and whole support are carried out, and realizes difficult problem that filling and coal-mining production are carried out at the same time. The technical key points of the device are as follows: a roadway advancing and retaining support is arranged in a transportation roadway or a return airway; a roadway filling back formwork support, a roadway side filling formwork support and a set of working face hydraulic supports are arranged parallelly in sequence along a roadway; and all supports are vertically connected along the running direction of a transporter; the roadway side filling back formwork support, the roadway side filling formwork support which is arranged on the left of the roadway side filling back formwork support, and an adjustable hydraulic formwork which is arranged on the right of the roadway side filling back formwork support to surround a filling mould cavity which forms a gob-site entry retaining and filling wall. The device has the advantage that the device is favorable for mining a no-coal pillar, is safe and convenient to operate, and is strong in adaptability, can form an insulating gob area in the roadway side and a shield concrete filling wall which is solidified and hardened into a regular wall body, and can shield and match a working face transporter, a coal mining machine and a formwork support to perform normal coal-mining production.
Owner:SHENYANG TIAN AN TECH CO LTD +1

Tunnel supporting structure used for large deformation stratum and construction method of tunnel supporting structure

The invention relates to a tunnel supporting structure and a construction method of the tunnel supporting structure, and provides a tunnel supporting structure used for a large deformation stratum. An inner-layer primary support is arranged between a primary support and a secondary lining of the tunnel supporting structure. The construction method includes the steps that when deformation of the primary support reaches variable deformation, the inner-layer primary support is constructed, otherwise, the inner-layer primary support is not constructed, and the secondary lining is constructed according to the practical inner outline of the primary support or the inner-layer primary support. The primary support and the inner-layer primary support are matched, supporting to surrounding rock is initially flexible and then rigid and is initially released and then resisted, active adaptation to deformation of the surrounding rock is achieved, permanent supporting to the surrounding rock is achieved through a strong support formed by the primary support, the inner-layer primary support and the secondary lining, accordingly, the aim of supporting the large deformation stratum can be effectively achieved, and the stability and the safety performance during the running period of a tunnel can be guaranteed.
Owner:SICHUAN DEPT OF TRANSPORTATION HIGHWAY PLANNING PROSPECTING & DESIGN RES INST

Deep foundation pit combination retaining and protecting construction method for geology with high water level and large particle size sand gravel

The invention discloses a deep foundation pit combination supporting construction method for geology with high water level and large particle size sand gravel. High pressure jet grouting pile construction is conducted outside a foundation ditch retaining and protecting system, by means of a triple placing method, cement paste is injected into underground soil filling layer and sand gravel gaps, after solidifying, secant pile wall and retention wall are formed, the underground water is prevented outside the periphery the foundation ditch retaining and protecting system, and conditions are created for the construction of a support pile; when the strength of outer side jet grouting pile meets design requirements, a long auger drilling cast-in place pile begin to be constructed close to the inner side of the jet grouting pile; after perfusion pile beings maintained for 15 days, jet grouting pile construction begins to conduct to make up partial failure of waterproof curtain of the jet grouting pile in construction of retaining and protecting pile, and retaining and protecting strength and water interception effect of the retaining and protecting system are increased; at last, in an earth excavation process, bar-mat reinforcement sprayed concrete slope protection and construction of dewatering well, open trench and water-collecting well in the foundation ditch are completed well, multiple retaining and protecting forms are used for combining construction and interaction. Accordingly, the problems of retaining and protecting the geology with high water level and large particle size sand gravel and processing the geology are solved.
Owner:HEFEI CONSTR ENG GRP

Supporting method for construction of swirl well

The invention discloses a supporting method for the construction of a swirl well. By using the supporting method, thin and long rod piece soil nails which are more densely arrayed are placed into an in-situ soil body in a foundation pit excavation process and a reinforced concrete pavement layer is sprayed on a slope surface. A composite soil body is formed by the common work of the soil nails, the soil body and the sprayed concrete pavement layer. A construction of the swirl well supported by a soil nail well comprises the following steps of: excavating one section of the base groove of the swirl well according to a small sloping coefficient; drilling holes by utilizing a drilling machine and putting an anchor rod; grouting and blocking; suspending a steel bar net sheet and spraying fine stone concrete to form a foundation side wall; gradually excavating and gradually carrying out combined bolting and shotcrete on the soil nails until the designed elevation of the foundation pit of the swirl well is achieved; and then, carrying out the section construction process of the cylinder wall of the reinforced concrete and an inner structure from bottom to top. By using the method, the supporting problem of a super-deep foundation pit under a hard soil layer environment is solved; and compared with a drop shaft sinking method, an underground diaphragm wall and a reverse process construction method, the method disclosed by the invention has the characteristics of simple construction process, low construction cost and fast construction speed.
Owner:TIANJIN 20 CONSTR

Large-size and high specific stiffness truss off-axis three-reflection optical system main support structure

The present invention relates to a large-size and high specific stiffness truss off-axis three-reflection optical system main support structure which mainly comprises a, front plate, a first A-type truss, a second A-type truss, a third A-type truss, a fourth A-type truss, a fifth, A-type truss, a sixth A-type truss, a seventh A-type truss, and a back plate. The technical point is that the seven groups of A-type trusses are combined to the front plate and the back plate through the mode of a threaded connection. Each of the A-type truss comprises an A-type joint, a truss rod, and an I-type joint. The truss rod and the joint are combined together through the mode of glue connection, the mode of glue connection is a sleeve mode, the joint is outside, and the truss rod is inside. The A-type joint is fixed on the front plate, and the I-type joint is fixed at the back plate. The large-size and high specific stiffness truss off-axis three-reflection optical system main support structure has the advantages of compact structure, easy formation of each structure member, easy assembly of a main support structure and a high specific stiffness and can satisfy the use requirement of a large size off-axis three-reflection optical system. The main support structure can be used in the field of large space sensors, space-based telescopes and the like.
Owner:CHANGCHUN INST OF OPTICS FINE MECHANICS & PHYSICS CHINESE ACAD OF SCI

Supporting and protecting structure of foundation pit compound pile wall

InactiveCN109235449ASolve the problem that the angle cannot be adjustedHigh strengthExcavationsBulkheads/pilesEngineeringUltimate tensile strength
The invention discloses a supporting and protecting structure of a foundation pit compound pile wall. The supporting and protecting structure comprises four spiral ground piles. Supporting blocks penetrate through the four spiral ground piles respectively and are each rotationally connected with a vertical plate. The side wall of one end of each vertical plate is fixedly provided with a limiting block. The two vertical plates on each same side form a group, two second supporting plates and a second connecting plate are arranged between the opposite side walls of the two vertical plates in eachgroup, the second connecting plate is located at the lower ends of the second supporting plates, and the two second supporting plates correspond to each other. By improving supporting and protectingstructure, the problem that foundation pit compound pile walls of more specifications cannot be supported or protected is solved; by adjusting the length and width of the supporting and protecting structure, different compound pile walls can be supported and protected; by adjusting the angle, supporting and protecting at different angles can be conducted, construction cost is reduced, safety and practicability are improved, the rigidity and strength of the supporting and protecting structure are improved, and use is convenient.
Owner:李慧

Electrolytic cell with large contact specific surface area for valuable metal recovery

The invention relates to an electrolytic cell which can effectively electrodeposit recyclable valuable metal in gold-plated wastewater or valuable metal-containing wastewater for recovery, in particular to an electrolytic cell with a large contact specific surface area for valuable metal recovery, which increases the specific surface area of an electrode contacted by the electrolyzed wastewater to the greatest extent, improves the electrolysis efficiency, expands the electrolysis space and effectively electrodeposits and recovers the valuable metal in low-concentration wastewater. In the electrolytic cell for eletrodepositing the valuable metal in the wastewater through electrolytic reaction by using a cathode and an anode, a shell, an anode assembly and a cathode assembly are arranged, wherein the shell is provided with a flow inlet, a flow outlet and an exhaust hole and has an internal space; the anode assembly covers the internal space and is provided with a plurality of anodes; the cathode assembly is arranged between the anodes by covering the internal space and partitions the internal space into two electrolysis spaces; and ball-like cathode steel wires are arranged on one side of each electrolysis space so as to increase the specific surface area contacted by the wastewater. The wastewater flowing in from the flow inlet passes through a plurality of electrolysis spaces in turn, the valuable metal is electrodeposited on the cathode assembly for coagulating the cathode steel wires to be recovered, and gas is discharged out of the exhaust hole, and the wastewater is discharged to the exterior through the flow outlet.
Owner:石尚烨

Adjustable coal mining machine rail

The invention discloses an adjustable coal mining machine rail, which comprises a rack rail, a rack rail fixing mechanism, a movable rack rail seat, a transition board group, a cable trough, and a transporter trough, wherein the movable rack rail seat comprises a connecting plate and a movable seat; the cable trough is fixed on the connecting plate; the transition board group comprises one or more upper round pins, a transition board, and one or more lower round pins, and multiple holes corresponding to the upper round pins/lower round pins are respectively arranged on upper side/lower side of the transition board; the movable rack rail seat is fixed to the transition board by the upper round pins and upper screws, and the transition board is fixed to the transporter trough by the lower round pins and lower screws; and the position of the movable rack rail seat can be changed by changing the holes for installation of the upper round pins on the transition board, thus the distance between the rack rail center and the transporter trough center is changed. According to the adjustable coal mining machine rail disclosed by the invention, a fixed rail for traveling of a coal mining machine on a transporter is arranged to be an adjustable rail, so that the adjustable coal mining machine rail can adapt to be matched with coal mining machines of different machine body widths for use.
Owner:SHANGHAI TIANDI MINING EQUIP TECH CO LTD +1

Double-hydraulic static-pressure supporting type rotatable rock-soil testing machine

The invention provides a double-hydraulic static-pressure supporting type rotatable rock-soil testing machine. The double-hydraulic static-pressure supporting type rotatable rock-soil testing machine is characterized in that a bottom plate and vertical posts are mounted on a base, a lower platform is positioned at a specific height by the bottom plate, the vertical posts and supporting cylinders via through holes at four corners, a ladder-shaped through hole is formed in the center of an upper platform, an upper rotatable table is mounted in the ladder-shaped through hole in the center of the upper platform, a top plate is fixed at the top ends of the vertical posts, a hydraulic servo cylinder is mounted on the lower central surface of the top plate, and a piston rod of the hydraulic servo cylinder is fixedly connected with the upper surface of the upper platform. The double-hydraulic static-pressure supporting type rotatable rock-soil testing machine has the advantages that large-load specimen loading and high-precision rotation can be achieved, so that bulk specimen fracturing tests can be achieved; through high-energy CT (computed tomography) and three-dimensional imaging, rock crack generation and development during fracturing are revealed to be of great significance to rock mechanics progress.
Owner:BEIJING JIAOTONG UNIV

Steel-concrete composite girder construction technology striding current lines and being parallel to existing lines

The invention discloses a steel-concrete composite girder construction technology striding over current line and being parallel to existing lines, which comprises the flowing steps: firstly, erecting a supporting falsework, wherein the supporting falsework comprises a plurality of temporary buttresses which are distributed between two buttresses from left to right, and the distribution positions of the plurality of temporary buttresses respectively correspond to the connection position of two adjacent steel grinder sections of a steel grinder body in a construction steel-concrete composite girder; secondly, hoisting the steel grinder sections, wherein a plurality of steel grinder sections constituting the steel grinder body are hoisted in place one by one; thirdly, splicing the steel grinder body, wherein splicing is conducted on the steel grinder body after linetype adjustment and camber adjustment; fourthly, converting the system; fifthly, conducting concrete pouring construction on a ballast channel plate; and sixthly, detaching the supporting falsework. The steel-concrete composite girder construction technology has reasonable design, convenience in the construction, low investment cost, good using effect, high construction efficiency, short construction period and low safety risk, and the adopted supporting falsework has a simple structure and high satiability and is economical and practical.
Owner:THE NO 6 ENG CO LTD OF CHINA RAILWAY 20TH BUREAU GRP

Multifunctional hydraulic support equipment

InactiveCN104675421AEasy to use interchangeablyReduce manufacturing costMine roof supportsSpelunkingEngineering
The invention discloses multifunctional hydraulic support equipment used for a fully-mechanized top coal caving face underground coal mine. The equipment consists of two groups of hydraulic supports and a pushing jack, wherein the two groups of hydraulic supports are arranged forwards and backwards and are of same structures, and the pushing jack is connected with the two groups of hydraulic supports; each group of hydraulic supports comprises two bases, four vertical posts, two top beams and a link mechanism respectively hinged with the corresponding base and the top beam; each group of hydraulic supports further comprises an overturning and telescoping mechanism and a bottom beam adjusting and telescoping mechanism, wherein the overturning and telescoping mechanisms are arranged at one sides of the top beams and are used for adjusting the supporting distances of the top beams according to the width of the fully-mechanized top coal caving face, and the bottom beam adjusting and telescoping mechanisms are arranged at one sides of the bases and are used for adjusting the distances between the bases and other supports. The equipment provided by the invention is simple in structure and convenient to use, 'one support having three functions' can be realized, the research and development expenditure and research and development time can be saved, the production cost can be reduced, and the proper adjustment can be carried out according to the change of the distance between face supports or the width of a roadway, therefore the universal support on the face and the roadway can be realized.
Owner:HUATING COAL GRP

Large-span steel bar truss floor bearing plate assembling type supporting and construction method

The invention belongs to the technical field of prefabricated building construction and particularly relates to a large-span steel bar truss floor bearing plate assembling type supporting constructionmethod which comprises the following steps of S1, preparing two I-shaped steel beams, and uniformly welding a plurality of force bearing steel plates on the I-shaped steel beams respectively, whereinthe force bearing steel plates are welded to webs and upper wing plates of the I-shaped steel beams respectively; S2, symmetrically arranging the two I-shaped steel beams in parallel, arranging a plurality of channel steel cross beams between the two I-shaped steel beams, and fixedly connecting the two ends of the channel steel cross beams with the corresponding force bearing steel plates throughfirst high-strength bolts; and S3, mounting a steel bar truss floor bearing plate on support erected by the I-shaped steel beams and the channel steel cross beams. In the large-span steel bar truss floor bearing plate assembling type supporting construction method, by adopting assembling type telescopic detachable force bearing beams to support the steel bar truss floor bearing plate, the supporting problem of the large-span steel bar truss floor bearing plate is solved, the supporting effect to the high-altitude large-span steel bar truss floor bearing plate is especially remarkable, materials and labor are saved, and the support can be detached for reuse after concrete pouring of the floor bearing plate is finished.
Owner:CHINA FIRST METALLURGICAL GROUP

Forked space rod-type parachute wind tunnel test supporting device

The invention provides a forked space rod-type parachute wind tunnel test supporting device which comprises a wind tunnel connecting component, a front supporting component, a rear supporting component, a front balance connecting component and a rear balance connecting component. The wind tunnel connecting component is fixed onto the wall of a wind tunnel, the front supporting component and the rear supporting component are of rod-shaped structures, one end of the front supporting component is fixed onto the wind tunnel connecting component, the front balance connecting component is fixedly arranged at the other end of the front supporting component, one end of the rear supporting component is fixed onto the wind tunnel connecting component, the rear balance connecting component is fixedly arranged at the other end of the rear supporting component, and an included angle is formed between the front supporting component and the rear supporting component and larger than 90 degrees and smaller than 180 degrees. The forked space rod-type parachute wind tunnel test supporting device is simple in structural form and low in manufacturing process difficulty, a supporting fixture is provided for parachute wind tunnel tests, high-quality completion of the parachute wind tunnel tests is ensured, and the problem of supporting difficulty of the parachute wind tunnel tests is solved.
Owner:INST OF HIGH SPEED AERODYNAMICS OF CHINA AERODYNAMICS RES & DEV CENT
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products