143results about How to "Strong support ability" patented technology

The invention relates to a transfer print method and relative ceramic brick transfer printer, wherein the device comprises a pattern material support and a shaping machine. The invention is characterized in that an adsorption disc for receiving pattern material from the pattern material support is arranged between the pattern material support and the shaping device. And the method comprises that 1, the adsorption disc absorbs pattern material, 2, the adsorption disc moves to a decorating work station to release the pattern material, 3, returning the adsorption disc. The invention uses the dry powder transfer print device with passive-pressure adsorption disc, with simple structure, high reliability, and better decorate effect, and high decorating speed, which can one-time shape ceramic produce with convex-concave surface and continuous vein.

The present invention relates to a PHC tube pile-anchor combination supporting water-stopping construction method which can effectively settle the problems of no security in the downhole operation, settlement or split of building at the circumference of the building pit, and the damage to the underground conduit and pipeline of the city. The method comprises the steps of firstly preparing a PHC tube pile static pressure supporting pile, measuring and aligning, arranging the piling machine to the position, checking the precast pile, hoisting the precast pile, stabilizing the pile, pressing the pile, pile feeding, then producing a deep mixing pile, clearing the barrier on the ground, positioning the deep-layer mixer, adjusting to horizontal, premixing and subsiding to the reinforcing depth, preparing the cement slurry, spraying and mixing for lifting to the slurry stopping surface, repeatedly mixing for subsiding to the reinforcing depth, injecting the slurry or mixing for lifting to the slurry stopping surface; and lastly preparing soil-nail wall and maintaining the concrete surface. The invention has the advantages of strong supporting capability, broad application sphere, combining the functions of supporting, water stopping and the like, lower fabricating cost, easy and shortcut construction, being safe and reliable, and tremendous economic and social benefit.

The invention relates to a support method for an extra-thick broken coal seam employing nest anchored ropes. The invention assists in solving a problem of lack of the support reinforcing method for an extra-thick broken coal seam tunnel. According to the invention, integrated combined support of anchor poles, nest anchored ropes, W steel bands and metal meshes is realized by utilizing preferable support parameters and adopting nest anchored ropes which are specially designed; a deformation degree of the super high breaking coal seam tunnel is substantially reduced; requirements for super high breaking coal seam roadway support are satisfied; safety of the super high breaking coal seam roadway is ensured; and production is guaranteed.

In the laser metal surface enhancing processor, each of the two driving shafts is driven by a stepped motor and the computerized control system sends out motor stepping pulse via the control card according to the reinforced locus requirement to complete the motion control in two directions. The operation is performed via screen control to replace large amount of buttons and switches resulting in simple control circuit and operation panel and friendly operation interface. The control program is one under Windows98 environment and has user accessed machining locus parameters and partial machinetool structure parameters, and all these makes the system is programming-free and reconfigurable. In addition, the operation interface is programmable and the system is opened.

The invention discloses a coal mine underground isolated soft rock mass supporting device used in a dynamic pressure environment and relates to a roadway supporting device. The coal mine underground isolated soft rock mass supporting device used in the dynamic pressure environment solves the problem that isolated soft rock mass and roadways are prone to deformation under the influence of mine pressure. According to the coal mine underground isolated soft rock mass supporting device used in the dynamic pressure environment, an isolated soft-rock roadway supporting device is provided with a first anchor net, a first anchor rod, a first U-shaped shed, a first grouting anchor rod and a first anchor cable, a soft-rock roadway intersection supporting device is provided with a second anchor net, a second anchor rod, a second U-shaped shed, a second grouting anchor rod, a second anchor cable and a second anchor cable beam, and a roadway intersection soft rock mass supporting device is provided with a first anchor net, a first anchor rod, a first U-shaped shed, a first grouting anchor rod, a third anchor cable, an I-beam and a first U-shaped shed. The coal mine underground isolated soft rock mass supporting device used in the dynamic pressure environment is simple in structure, convenient to construct and capable of greatly improving the mining resistance of soft rock mass.

A hydraulic support device and supporting method based on extending in roadway, comprising a hydraulic support I (301) disposed at a front end of the roadway, a hydraulic support II (302) disposed ata rear end of the roadway, and a fulcrum connecting device arranged between the hydraulic support I (301) and the hydraulic support II (302) and embedded in the bottom surface of the roadway, throughthe hydraulic support I (301) and the hydraulic support II (302), the roadway is supported and protected, and through the fulcrum connecting device, the hydraulic support I (301) and the hydraulic support II (302) are connected to each other and supported by each other, and are no longer separately supported on the respective working faces, thereby improving the reliability of the roadway support.

The invention belongs to the technical field of networks, and in particular relates to a method for realization of audio recording. The method comprises the following steps of: accessing a webpage by a user; automatically establishing connection with a streaming media server when webpage loading is completed; opening a local microphone of the user on the webpage to determine an audio recording source when the user sends a recording operation instruction out; sending sound of the local microphone of the user to the streaming media server in a stream mode by the webpage; and recording audio stream sent by the webpage and saving in the streaming media server by the streaming media server. By the method, audio can be directly recorded and saved in the server on the webpage, and the method has high generality, practicality and convenience.

The invention discloses a movable crushing car loader, and belongs to the technical field of mining equipment. The movable crushing car loader is used for crushing and loading materials of surface mines. The technical scheme includes that the movable crushing car loader comprises a crawler traveling portion, a rotating portion, an operation room and a working portion; and the working portion comprises an undermine cutting device, scraping device, an ore rock conveyor belt, a granularity control barrier, a crusher, a transferring conveyor belt and a hydraulic cylinder, the undermine cutting device is fixed to the front end of the ore rock conveyor belt, the scraping device is positioned above the ore rock conveyor belt, the rear of the ore rock conveyor belt is connected with the crusher, the granularity control barrier is mounted above a joint of the ore rock conveyor and the crusher, a discharge outlet of the crusher is connected with the transferring conveyor belt, and the hydraulic cylinder is connected with the scraping device and the ore rock conveyor belt. Shoveling, crushing and transporting are integrated by the aid of the movable crushing car loader, the movable crushing car loader has the advantages of compact structure, flexibility in operation, high production capacity and low power consumption, the work efficiency can be greatly improved, the productivity of the mines is improved, and the production cost of the surface mines is lowered.

The invention discloses a novel handcart grounding device of a switch cabinet, which comprises a handcart grounding contact, a cabinet body grounding bar and a fixing board, wherein the handcart grounding contact comprises a handcart grounding bar, a handcart grounding strip I, a handcart grounding strip II, a spring I, a spring II, a bolt I and a bolt II; the fixing board is fixed on a cabinet body bottom board, and the cabinet body grounding bar is fixed on the fixing board; and the handcart grounding contact is fixed on the front end surface of the high-voltage side of a handcart bottom board. The invention has the characteristics of low integral cost, strong matching property, high electrical parameters, strong generality and the like; and when a handcart is pushed in or pulled out, the precise positioning of the handcart can be realized by the interaction between the handcart grounding contact and the cabinet body grounding bar.

The invention discloses an ecological protection system for a high-intensity frigid mountain road cutting steep slope. The ecological protection system comprises a first protection device and a second protection device, wherein the first protection device is arranged in a drainage channel between a roadbed and the slope and composed of a plurality of gabion net cages which are filled with stone and sequentially arranged in the longitudinal extending direction of the drainage channel; and the second protection device is fixedly arranged above the first protection device and composed of a plurality of gabion columns and gabion walls used for connecting every two adjacent gabion columns, and the gabion columns are connected with anchor rods partially inserted into the slope, so that the first protection device and the second protection device are flexibly connected with the slope. The invention further discloses an ecological protection method for the high-intensity frigid mountain road cutting steep slope. The ecological protection system and method provided by the invention are suitable for high-intensity earthquake areas, can restore the weak ecology of frigid mountainous areas, and have the advantages of being good in water permeability, capable of adjusting measures to local conditions, easy and convenient to construct and reasonable in structure system.

The invention discloses a mutually perforating network high anticorrosion primer and a preparation method. Eighteen types of raw materials, such as first tung oil, first rosin, 424<#>, refined castor oil, polyester chips, xylene, cellulose, butyl acetate, aluminum triphosphate, green silicon carbide, various pigments, and the like, are used to result in the IPN stereo chemical structure of a product through technological processes of melting, alcoholysis, esterification, diluting, high speed decomposition, sand milling, filtration, etc. The deficiency that the anticorrosion performance of the present primer is not ideal is overcome. Specific high anticorrosion performance is provided. A coated film is provided with no changes after being immersed in 30 percent of phosphoric acid solution, 5 percent of salt water and xylene solution for 10000h. Permanently applied to the environment of under 200 DEG C, the primer is characterized in that the flexibility is smaller than 1mm, the hardness reaches to 3H, the surface adhesion reaches to 1 grade and the positive and reverse impact strength is 50kg.cm. With large expansion application value and considerable social and economical benefits, the primer can be used together with various topcoats and can be directly added with special thinner to be used for the construction.

The invention relates to a compaction-free forming iron chill which comprises a tile-shaped formed bottom and a convex upright part. A plurality of anti-separating grooves are arranged on two lateral surfaces of the convex upright part. The cambered surface shape of the tile-shaped formed bottom is matched with a part contacting with a casting model, and the tile-shaped formed bottom covers 30-60 percent of the area of a casting journal. The compaction-free forming iron chill has simple and reasonable structure; and in the process of placing the iron chill, the tile-shaped formed bottom and the part contacting with the casting mode are assembled together in a zero clearance fit relationship; the supporting action formed by the iron chill and the lateral surface of the model is strong; the iron chill can be automatically fixed without manpower compaction, avoid casting fin and casting burrs, greatly reduce the sand inclusion, remarkably reduce chock defects and improve the liftability of sand mixture. The compaction-free forming iron chill is suitable for producing automatic modeling crankshaft casting.

The invention belongs to the technical field of networks and particularly relates to a method for recording a video. The method comprises the following steps that: a user accesses a webpage, and when the webpage is uploaded, a connection between the webpage and a stream media server is established automatically; when the user sends a recording operation instruction, a user local camera is switched on through the webpage, so that a video recording source is determined, and an image of the user local camera is sent to the stream media server in the form of a stream; the stream media server records a video stream sent by the webpage and the recorded video stream is stored into the stream media server. By the method, a video can be directly recorded on the webpage and stored on the server; therefore, the method has extremely high universality, practicability and convenience.

The invention discloses a construction method of a loess tunnel entrance section through a landslide mass. The method comprises the following steps that 1, an entrance soil layer is pre-reinforced; 2,a tunnel entrance is constructed; 3, excavation and initial support construction is conducted on the reinforced tunnel section; 4, a reinforced tunnel section base is reinforced; 5, the reinforced tunnel section is subjected to secondary lining construction; 6, excavation and initial support construction is conducted on a rear side tunnel section; and 7, the rear side tunnel section is subjectedto secondary lining construction. The method is reasonable in design, simple and convenient to construct and good in use effect, cement-soil mixed piles are adopted for pre-reinforcement before excavation, a construction process of the tunnel entrance section through the landslide mass is guaranteed to be safe and reliable, meanwhile, the tunnel entrance section is excavated by adopting a three-step excavation method, the reinforced tunnel section base is reinforced, an excavation process of the tunnel entrance section through the landslide mass can be guaranteed to be safe and reliable, in addition, the influence on the stability of a soil layer on the circumferential side of the tunnel entrance is small, and the stability of the excavated and formed tunnel entrance can be effectively improved.

The invention discloses a through landslide body loess tunnel construction method. The through landslide body loess tunnel construction method comprises the following steps of constructing a tunnel entrance section and a tunnel exit section simultaneously; and respectively constructing an inclined shaft auxiliary construction inlet section and an inclined shaft auxiliary construction outlet section through a tunnel inclined shaft when the tunnel entrance section and the tunnel exit section are constructed. The through landslide body loess tunnel construction method is reasonable in design, convenient to construct and good in using effect; the loess strata in the construction area where the tunnel entrance section is positioned is subjected to reinforcement treatment by using a cement soilmixing pile in advance before excavation, and the reinforcement length and the reinforcement depth are effectively limited; a loose soil body on a hole body of a tunnel hole is solidified in advance so as to ensure the safety and reliability of the construction process of a hole inlet section of the through landslide body loess tunnel; meanwhile, in the construction process of the tunnel by adopting a three-step excavation method, the construction process of track plates is completed synchronously, so that the construction process of the loess tunnel can be completed easily, conveniently and quickly; and the stability of an excavated and formed tunnel hole can be effectively improved.

The invention discloses a high-performance high-speed steel tool with a gas low-nitrogen potential precision controllable nitriding-physical vapor deposition (PVD) composite coating. A tool substrateis a high-speed steel substrate, and a structure is a tempered martensite structure; a low-nitrogen potential precision controllable nitriding layer mainly contains a nitrogen-containing unsaturated martensite structure, alloy nitride, an alloy nitride and carbon compound and alloy carbide, does not contain a compound layer and a crystal boundary structure or a vein structure; and the nitriding layer and the PVD coating are both a common AlCrN coating.

The invention discloses a resistance-increasing yielding large-deformation anchor rod and a construction method thereof. The resistance-increasing yielding large-deformation anchor rod is composed of deformation springs, anchoring rods, fixing balls and connecting sleeve barrels; high-strength extension springs are adopted as the deformation springs, solid metal rod bodies are adopted as the anchoring rods, hollow elliptical metal ball bodies are adopted as the fixing balls, and each fixing ball is provided with connectors with outer threads; the deformation springs and the corresponding anchoring rod are sequentially connected between two corresponding fixing balls through the corresponding connecting sleeve barrels with inner threads to form a structure unit of the resistance-increasing yielding large-deformation anchor rod; a plurality of the structure units are assembled according to the anchoring depth or length, and the end of the outermost structure unit is further connected with one anchoring rod segment for allowing a tray and a nut of the anchor rod to be installed, and then the resistance-increasing yielding large-deformation anchor rod is formed. The resistance-increasing yielding large-deformation anchor rod can be tensioned to deform when surrounding rock generates large deformation, the resistance is steadily increased simultaneously, and therefore the stability of the surrounding rock is effectively kept.