30results about How to "Small amount of construction work" patented technology

The invention discloses an application of automatic guide transporter in a production line for detecting power equipment. According to the application, for an existing automatic guide transporter used for the production line is applied to an electrical equipment test, in comparison with traditional electrical equipment, the testing efficiency is higher in detection efficiency and smaller in labor intensity of a tester. In comparison with a production line of a rail type electrical equipment test, the application has the advantages of less construction work amount of testing field and short construction period; when the automatic guide transporter is in fault, other automatic guide transports can continuously work and do not affect the operation of a test center. Aiming at a new testing project, the application provided by the invention has the advantages of fast upgrading and low cost.

The invention discloses a three gorge reservoir region slope cropland bank building method and a slope cropland bank. The slop cropland bank is formed by an upper layer and a lower layer. The lower layer is a hard material layer and the upper layer is a soil layer. The hard material layer is formed by piling up strip rock (or rock blocks and hollow bricks) and natural seams are formed; and short shrub and herbaceous economic plants are planted at two sides of the top of the soil layer and the middle portion is used as a walking path. Rough treatment is conducted on an upper surface of the hard material layer in touch with the soil layer, a plurality of grooves are formed at intervals in the upper surface and the soil layer is embedded in the grooves partly. A plurality of water drainage holes are formed in a wall face of the hard material layer along different height. According to the three gorge reservoir region slope cropland bank building method and the slope cropland bank, investment is small, construction is simple, repair is easy and the conditions that a single soil bank is unstable, a single rock bank is high in cost and the like can be obviously improved. The plants planted on the soil layer is beneficial for fixing soil and improving fertility, the plants are combined with the bank so that double adjusting functions are achieved, water and soil loss control effect is notable and meanwhile economic benefit is generated.

The invention discloses a mining method for high-section filling with downward layered horizontal approach, which specifically includes the division of ore blocks, mining and cutting, back mining, stope ventilation, stope filling, and so on, mining the entire section Ore body; the invention increases the section height, the number of mining floors and the volume of section mining, prolongs the service life of the panel, and solves the problem of panel excavation imbalance. Six sections, reducing the construction of sections, and reducing the construction volume of the middle section by about 3500m / 72000m 3 , which greatly saves the investment in mine engineering construction. After the section height is increased, the service life of the section is extended, the contradiction of section mining imbalance is alleviated, and the pressure of section construction is reduced.

The invention discloses an electrical equipment detection line and detection method based on an automatic guidance carrier vehicle. The electrical equipment detection line comprises a testing site and at least one automatic guidance carrier vehicle. A plurality of testing stations and a central control room are arranged inside the testing site. Different testing instruments are arranged at the testing stations. A center control computer is arranged inside the central control room. The testing instruments at the testing stations are connected with the center control computer in a communication mode. The automatic guidance carrier vehicle carries an electrical equipment sample used for tests and runs among the testing stations according to a certain test procedure under the control of the center control computer inside the central control room, all tests are conducted on the electrical equipment sample carried by the automatic guidance carrier vehicle, and test data obtained by the testing instruments at the testing stations are transmitted back to the center control computer inside the central control room in a communication mode to be collected. Compared with a traditional electrical equipment testing method, the electrical equipment detection line and detection method have the advantages that detection efficiency is higher, and labor intensity of test personnel is lower.

The invention discloses a green belt drainage channel artificial wetland device for treating rainfall runoff pollution of a road. The device comprises a tank body, a packing layer and a wetland plant which is planted on the surface layer of the packing layer, wherein a water collection tank is formed at the bottom of the tank body; the packing layer is arranged on the upper part of the water collection tank in the tank body; the water collection tank and the packing layer are partitioned from each other through a perforated filter board; a gravel layer, a sandy soil layer, a blast furnace slag and lime stone mixing layer, a fine stone layer and a rubble layer are arranged on the packing layer sequentially from top to bottom; a perforated water distribution pipe is arranged on the surface layer of the packing layer; and a filter screen is arranged at a water inlet of the perforated water distribution pipe. The wetland device has multiple functions such as a screen belt landscape function, a grass planting drainage channel drainage and decontamination function, a vertical downstream wetland treating function, a stored water and rain water recycling function and the like; and a wetland tank body is used as a green belt tank body and a drainage channel tank body simultaneously, so that the device saves the floor area of an individual building, reduces construction working amount and has lower economic input.

The invention discloses a coal-washing wastewater solid-liquid separation system and method, and belongs to the technical field of industrial wastewater treatment. A reagent dissolving box and a reagent box of the system are connected, the reagent box is connected with a flocculate stirring box through a metering pump, a wastewater pool is connected with the flocculate stirring box through a water pump, the flocculate stirring box is connected with a coal-washing solid-liquid separation machine, and the coal-washing solid-liquid separation machine is connected with a filtrate settling pond. According to the coal-washing wastewater solid-liquid separation system, the construction work amount is small, the construction period is short, the technique is simple and continuous in the treatment process, the solid-liquid separation can be rapidly conducted on the coal-washing wastewater, the separated clear liquid can be directly used in production after being settled, the technological process is simplified, and water is effectively saved.

The invention discloses a method suitable for conducting dry heaping on fine grained tailings on a flat ground or beside a mountain. The mode that dry heaping damming is conducted on the four sides of the flat ground and the tailings are discharged in the middle is adopted, or the mode that dry heaping damming is conducted on three sides beside the mountain and the tailings are discharged in the middle is selected, each side of a tailing dry heaping field is divided into 4-10 layers of space areas, and each layer of space area is 80-200 m in length and 40-60 m in width L. An outside foundation blocking dam (1) and an inside blocking dam (4) are built in a heaping mode on the two sides of the first layer of space area correspondingly. Outside tailing blocking dams (2) and inside blocking dams (4) are built in a heaping mode on the two sides of the other layers of space areas correspondingly. Water-permeability earthwork materials (5) are paved on each layer of space area. In addition, tailing slurry is concentrated to be 60+ / -2% in weight concentration, a tailing curing agent is added to the tailing slurry, the obtained tailing slurry is discharged into the space areas paved with the water-permeability earthwork materials (5), and heaping is conducted by layer and area. Through the method, the distance between the heaping field and a dressing plant is shortened, the tailing conveying cost is reduced, tailing dam building investment and time are reduced, and the adaptability is high.

The invention discloses a river water environment physical model scale effect research test device. The device comprises a scaling system, a circulation system and a measurement and control system, wherein the scaling system comprises side walls, a width adjustment gate, a clamping plate frame, a rail, a bidirectional telescopic rod, a dual-slot gear box and the like; the circulation system comprises a water collecting tank, a water return pipeline, a water pump, a water feeding pipe, a water box and a flow stabilization cover; the measurement and control system comprises a triangular water measurement weir, an ADV three-dimensional flow velocity meter, a high-frequency digital camera, a water quality sensor and a data processor. According to the device, the three-dimensional scale of a model is scaled randomly by the fractal and the recombination of the side walls; riverway forms and boundaries are emulated by utilizing side wall bending and riverbed change; the device has an ingenious design and has the advantages of fast transformation, high efficiency, obvious scale mesoscopic effect and the like.

The invention discloses a curing and dry heaping method for fine grained tailings. A tailing dry heaping field is divided into 4-10 layers of spatial areas according to the occupied area of the tailing dry heaping field and the tailing discharge flow. The length of each layer of spatial area is 80-200 m, and the width L is equal to 40-60 m; and an outer foundation blocking dam (1) and an inner blocking dam (4) are heaped up on the two sides of the first layer of spatial area correspondingly, an outer tailing blocking dam (2) and an inner blocking dam (4) are heaped up on the two sides of each of the other spatial areas correspondingly, water-permeable geotextile materials (5) are laid in each layer of spatial area, and tailing slurry containing tailing curing agents are discharged into the spatial areas where the water-permeable geotextile materials (5) are laid, wherein the tailing slurry is concentrated till the weight concentration reaches 60+ / -2%. By the adoption of the layered and partitioned heaping mode, the nearest site of the dry heaping field can be selected according to an ore treatment plant, the distance between the heaping field and the ore treatment plant is decreased, the transportation cost of tailings is reduced, the construction project amount of tailing dams is small, the construction investment of the tailing dams is reduced, the construction time of the tailing dams is shortened, the adaptability is high, and the tailing dry heaping problem in pluvial regions of southern China is solved.