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41results about How to "Reduce land acquisition" patented technology

Fracturing pump truck driven by turbine engine

The invention provides a fracturing pump truck driven by a turbine engine, which comprises an engine, a fracturing pump, pipelines and the like. A traditional large and heavy diesel engine is replaced by the turbine engine which is small in size, light in weight and high in power, the total output power of a single fracturing pump truck can be more than 4000hp under the requirements of limited integral vehicle weight. The fracturing pump truck driven by one turbine engine is equivalent to the fracturing pump truck driven by two traditional diesel engines, so that output power of unit operating area is improved, more labor and materials can be saved in transport and specific constriction operations of fracturing equipment, land requisition and operating area are reduced, and construction efficiency is improved. Further, the turbine engine can also use various gaseous and liquid fuels and is especially suitable for shale gas exploitation.
Owner:LIAONING HUAFU PETROLEUM HIGH TECH

Soft soil area roadbed widening structure and construction method thereof

InactiveCN106988178AReduce processing widthReduce processing costsRoadwaysExcavationsCushionSmall footprint
The invention belongs to the technical field of roadbed widening and relates to a soft soil area roadbed widening structure and a construction method thereof. The soft soil area roadbed widening structure comprises an old roadbed, a gravel cushion layer, a soft soil stratum and a lower lying supporting layer which are arranged successively from top to bottom and further comprises vertical pile bodies, connecting pieces and reinforced retaining walls. The vertical pile bodies punch through the soft soil stratum and are supported on the lower lying supporting layer; the gravel cushion layer is laid on the tops of the vertical pile bodies; steps are arranged in the position, on a slide slope after substantial slope cutting, of the old roadbed; the slope ratio of the slide slope after slope cutting is (1:0.5)-(1:1); the reinforced retaining walls are arranged on the gravel cushion layer and are buckled with the steps of the slide slope of the old roadbed; and the connecting pieces are placed on the combination parts of the reinforced retaining walls and the old roadbed and are connected with the reinforced retaining walls and the old roadbed correspondingly. The invention provides the roadbed widening structure and the construction method thereof, the occupied area is small, the foundation treatment cost is low, the filler requirement is few, construction efficiency is high, the structure is stable, and the roadbed widening structure and the construction method thereof are especially suitable for roadbed widening engineering in coastal soft soil areas.
Owner:HUAZHONG UNIV OF SCI & TECH

110kv/220kv voltage level composite apparatus and application thereof

ActiveCN101662132ALittle impact on reliabilityEliminate the disadvantages of short power outagesBus-bar/wiring layoutsSwitchgear arrangementsEngineeringCircuit breaker
The invention relates to a composite apparatus, in particular to a 110kV / 220kV voltage level composite apparatus and an application thereof. The composite apparatus is an innovation on the basis of original HGIS, thus being called XHGIS for short. The invention is characterized by providing a novel composite apparatus without a bus isolating switch, and application thereof in power distribution units, and being capable of designing a novel power distribution unit which has convenient installation, extension and operation; the whole technical scheme has less occupation area, can fully utilize the space under the bus, and has the occupation area which is reduced by 30 to 40 percent compared with the typically designed outdoor AIS scheme; the invention has less investment compared with that of HGIS, and the comprehensive investment cost is not in the bad situation any more compared with the AIS scheme; and simultaneously, the invention is also characterized by no need of power off of thebus when a breaker is overhauled, no influence on bus operation and higher reliability, thus not only bringing the advantages of the SF6 composite apparatus into full play, but also overcoming the disadvantages thereof in overhauling and extension.
Owner:STATE GRID CORP OF CHINA +4

Technology for increasing capacity of tailings site by building dam along fixed axis

A technology for increasing the capacity of tailing site for metal mine features that the dam of the said tailing site is further built upward vertically along the axis of upper sub-dam and a hydraulic cyclone is used to discharge the coarse particles outside the damp and stack the fine particles inside the dam. Its advantages include high effect, and high safety.
Owner:王柏纯

Tunnel open-cut-tunnel underground-excavation construction technology under complicated geologic environment

The invention discloses a tunnel open-cut-tunnel underground-excavation construction technology under a complicated geologic environment. The tunnel open-cut-tunnel underground-excavation constructiontechnology comprises the following steps that first, surveying, setting-out and construction layout are conducted; second, water interception and drainage construction at the roof is conducted; third, a side and face upward slope is excavated and supported; fourth, a soil loose tooling is formed and constructed, specifically, when the side and face upward slope is excavated to get close to the elevation of the roof of an open-cut tunnel, large-range excavation is stopped, measuring staff set the lining axis and elevation of the open-cut tunnel on site, and earthwork stone on the two sides islongitudinally excavated along the axis of the open-cut tunnel through a reserved core soil method; fifth, cast-in-place concrete is conducted, specifically, an isolation layer is arranged on the outer surface of the formed soil loose tooling, and the isolation layer sequentially comprises a graded broken stone base with the thickness being 8 cm, a 1:3 cement mortar leveling layer with the thickness being 2 cm, and a color strip cloth interlayer from inside to outside; sixth, a protective arch of the open-cut tunnel is constructed; seventh, the open-cut tunnel is excavated and supported; and eighth, lining of the open-cut tunnel is conducted. According to the construction technology, landslide and collapse during tunnel excavation can be effectively prevented, the surrounding environment of a tunnel is protected, and construction is convenient, quick, safe and reliable.
Owner:CHONGQING URBAN CONSTR HLDG GRP +1

Embankment reinforcement replacement borrow technological process

The invention belongs to the technical field of hydraulic engineering construction and relates to a process method for borrowing earth used for embankment reinforcement. The method solves the problems of large earth volume required in an embankment reinforcement project, large operational pressure in land acquisition in the early period of the project, poor construction conditions and large project investment. The construction method is as follows: borrowing earth from dyke protection areas to earth up an embankment, and then getting earth beside river banks in wider floodplain areas with hydraulic power to fill borrow pits in the dyke protection areas to realize replacement earth borrowing for embankment reinforcement. The construction according to the method can save areas of permanently acquired land and acquired reclaimable land and consequently saves project investment. At present, upper reaches of rivers and river branches are blocked seriously. The replacement earth borrowing technique of the invention, together with river improvement, contributes to flood discharge and shipping condition enhancement by removing the earth volume in the floodplain areas.
Owner:ANHUI SURVEY & DESIGN INST OF WATER CONSERVANCY & HYDROPOWER

Sewage treatment device and sewage lifting system

The embodiment of the invention relates to a sewage treatment device and a sewage lifting system. The sewage treatment device comprises a water inlet pipe, a solid-liquid separation tank, a one-way filter, a cut-off floating ball, a water collection tank, a sewage pump and a water outlet pipe. The solid-liquid separation tank comprises a water inlet, a filtered water outlet and a sewage discharge outlet. The sewage pump comprises a pump body, a first connection pipe and a second connection pipe. The first connection pipe is connected with the one-way filter and the pump body. The second connection pipe is connected with the pump body and the water collection tank. During water collection, sewage flows into the solid-liquid separation tank through the water inlet pipe, and the liquid part is discharged into the water collection tank through the sewage drainage outlet, the first connection pipe, the pump body and the second connection pipe after sewage is filtered through the one-way filter. Solid residues in sewage are filtered out through the one-way filter and left in the solid-liquid separation tank. During sewage drainage, the sewage pump is started to work and pump out sewage in the water collection tank, and sewage enters the water collection tank through the second connection pipe, the pump body, the first connection pipe and the one-way filter and is discharged out of the water outlet pipe through the sewage drainage outlet.
Owner:WILO CHINA

Construction method and structure of poured anti-seepage core earth-rock dam

The invention discloses a construction method and structure of a poured anti-seepage core earth-rock dam. The method comprises an underwater dam body filling and dam foundation treatment method, a poured anti-seepage core wall formation method, and a dam material selection and control method. The dam structure is divided into an upper dam body, a lower dam body and an anti-seepage system. The lower dam body is directly completed by vibrating and densifying the underwater dumping and filling dam material. The upper dam body is completed by layered compaction of sand gravel, soft rock, gravel soil, weathered materials and excavation slag in a reservoir area, and compaction control is carried out by a comprehensive method of test, calculation and analysis, filling indicators and constructionparameters. The anti-seepage system is composed of the connection of anti-seepage core walls formed in the dam bodies and overburden through a pulsating grouting technology and a bedrock curtain. Themethod and structure expands the application scope of earth-rock dams, direct underwater dumping and filling construction is achieved, the construction period is effectively shortened, cofferdam filling, weir seepage prevention, foundation pit excavation, foundation pit pumping are saved, and material yard, slag yard land acquisition and related water conservation and environmental protection measures are saved.
Owner:CHINA WATER RESOURCES PEARL RIVER PLANNING SURVERYING & DESIGNING +1

Backfill for checking peripheral settlement of wells and pipelines and preparation method of backfill

The invention discloses backfill for checking peripheral settlement of wells and pipelines and a preparation method of the backfill. The backfill consists of 0.5 percent of cement, 0.005 percent of water reducing agent, 20 percent of coal ash and 79.45 percent of undisturbed soil. During field preparation, every eight shovels of undisturbed soil are blended with every five shovels of coal ash, every forty shovels of coal ash are blended with a shovel of cement, the blending ratio of the manually filled water reducing agent is 1 percent of the cement amount, and the undisturbed soil, coal ash, cement and a water reducing agent are uniformly mixed. When the peripheral settlement of wells and pipelines is backfilled by adopting the backfill, the construction process is simple, the cost is low, and various test indexes accord with design specification requirements. Meanwhile, by utilizing the coal ash, the environmental pollution is reduced, the raw materials are saved, the cost of a thermal power plant used for storing the coal ash is saved, the construction cost is reduced, the soil land acquisition is reduced, the difficulty of land tension is relieved, and the backfill has obvious economic benefits and social benefits and has wide application and popularization prospects.
Owner:WUHAI HIGHWAY ENG

Construction technology of slag stacking behind concrete faced rock-fill dam

InactiveCN104264635AReduce waste slag transport distanceReduce the amount of protectionEarth-fill damsRock-fill damsShore protectionSlag
The invention discloses a construction technology of slag stacking behind a concrete faced rock-fill dam and relates to the technical field of water and electricity hydraulic engineering. According to the construction technology of the slag stacking behind the concrete faced rock-fill dam, a waste slag area is arranged behind the concrete faced rock-fill dam, waste slags from main dam foundation, shore protection excavation, quarry excavation and temporary project excavation, the top and side slops of the waste slag area are provided with greening and water protection measures, a riding track is arranged at an appropriate elevation, and a drainage edge body, a drainage gallery and a drainage channel which is used for draining seepage water inside the slag stacking body and served as a main dam are arranged inside a slag stacking body behind the dam; a slag yard is arranged behind the dam, the slag stacking body directly presses a downstream dam surface, land acquisition and immigrants at the slag yard and a connecting road are reduced; the waste slag area is close to an engineering excavation area and accordingly waste slag haul distance is reduced; drainage and protection measures of the main dam can be partially utilized and accordingly the slag yard engineering protection amount is reduced; the slag stacking body can be served as dam toe weight and accordingly the dam body stability, particularly the anti-seismic is increased; the structure of the slag yard behind the main dam is economic and environmental friendly and can be widely applied to rock-fill dam construction of the water and electricity hydraulic engineering.
Owner:STATE GRID CORP OF CHINA +3

Data mining-based prediction method for electromagnetic environment parameters of power transmission line

The invention discloses a data mining-based prediction method for electromagnetic environment parameters of a power transmission line. The method comprises the following steps of (1) collecting data;(2) partitioning the data; (3) analyzing a relationship among the electromagnetic environment parameters; (4) analyzing a relationship between a spatial electric field and an ion current parameter; (5) analyzing main factors influencing an electromagnetic environment; and (6) predicting the electromagnetic environment parameters and spatial electric field parameters. By applying the method, line parameters such as a wire type, a wire splitting interval, an inter-polar distance and the like can be further optimized in a line design stage; a more environment-friendly power network development mode is realized; power transmission corridors are reduced as far as possible; land acquisition and construction costs of the line are reduced; and the method has major engineering practical values.
Owner:ELECTRIC POWER RES INST OF GUANGXI POWER GRID CO LTD

An anode carbon block suspended chain conveying system

The invention relates to an anode carbon block conveying system and in particular provides an anode carbon block suspended chain conveying system between an anode carbon block warehouse and an anode assembly workshop of an electrolytic aluminum enterprise. A carbon block conveying gallery is arranged between an anode assembly workshop and an anode carbon block warehouse; an assembly workshop carbon block conveyor and a carbon push-out device are arranged in the anode assembly workshop; a carbon block warehouse carbon block conveyor and a carbon block push-in device are arranged in the anode carbon block warehouse; a suspension type suspended chain conveyor is arranged in the carbon block conveying gallery; lifting tools are arranged under the suspension type suspended chain conveyor. The system can reduce the manpower quotas of enterprises, increase the labor productivity of the enterprises, reduce the engineering construction and production operating costs, reduce the electrolytic aluminum production cost and bring certain economic benefits for the enterprises.
Owner:SHENYANG ALUMINIUM MAGNESIUM INSTITUTE

Transition section structure for underground tunnel access place and viaduct bridge connection and construction method

PendingCN112281914ASolve the height differenceIncrease the height of the boundary rail surfaceArtificial islandsBallastwayLand acquisitionUnderground tunnel
The invention relates to a transition section structure for underground tunnel access place and viaduct bridge connection and a construction method. The transition section structure comprises a transition section structure body extending longitudinally along a line, wherein the transition section structure body comprises a bottom plate and side walls located at two sides of the bottom plate; a lane plate used for supporting ballast bed structures is arranged in the transition section structure body and located above the bottom plate; the lane plate is arranged in a slope mode in the longitudinal direction of the line; and a lane plate structure is arranged in the transition section structure body to solve the height difference problem that the rail surface is higher than the ground, and the height of boundary rail surfaces between tunnels and roadbeds and between tunnels and bridges is enlarged and higher than the designed water level. Open-cut U-shaped grooves are directly adopted tobe provided with the lane plate structure to be connected with viaduct bridges, short roadbeds are omitted, composite foundations, bearing piles and other measures are arranged on the bottom plate ofU-shaped groove structures according to different geological conditions, the structural rigidity is improved, the problem of differential settlement caused by different structural rigidities is solved, and land acquisition of roadbed sections is reduced.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Unpowered riverside water ecology conservation and purifying system

An unpowered riverside water ecology conservation and purifying system comprises a transverse gutter arranged on the upstream riverside of a landscape riverway rubber dam or hydraulic dam. A grating and a sluice valve are sequentially arranged at an entrance of the transverse gutter from left to right, a vertical gutter is vertically arranged at the tail end of the transverse gutter, the left sidewall of the vertical gutter is a first water distribution lattice wall while the right side wall of the same is a second water distribution lattice wall, and a plurality of landscape units are arranged between the first water distribution lattice wall and a riverway; a plurality of overflow holes are formed in the top of the first water distribution lattice wall and the left side wall of each landscape unit, a third water distribution lattice wall is parallelly arranged on the right side of the second water distribution lattice wall, a gravel filtering strip is formed between the second waterdistribution lattice wall and the third water distribution lattice wall and divided into gravel filtering units corresponding to the landscape units, a plurality of precipitation troughs corresponding to the gravel filtering units are arranged on the right side of the third water distribution lattice wall, and anticorrosion wooden trestles are paved to the tops of the gutters, the gravel filtering units and the precipitation troughs.
Owner:SHENGSHI LANDSCAPE GRP CO LTD

Underneath pass type road culvert transition section foam light soil roadbed structure and construction method thereof

The invention provides an underneath pass type road culvert transition section foam light soil roadbed structure and a construction method thereof. The roadbed structure comprises a sand cushion layerlocated at a bottom of a roadbed, a concrete cushion layer is laid on the sand cushion layer, three parts of foam light soil with different densities are poured on the concrete cushion layer, and a layer of plain concrete is poured on a contact surface of the foam light soil and a ballast bed. Compared with a traditional filler roadbed, the foam light soil roadbed has advantages that self-weightis light and compressive strength is higher; roadbed bearing strength is improved, and a foundation settlement value caused by a generated additional stress is reduced; and rolling vibration is not needed in a construction process, modes of mechanical stirring and pumping pouring operation are adopted, a needed operation area is small, engineering problems that an underneath pass type transition section construction site is limited, large equipment cannot enter a site, and roadbed rolling is not compact can be solved, vertical slope finishing can be achieved, a land acquisition area is reduced, cultivated lands are protected, and construction cost is saved.
Owner:CREEC WUHAN SURVEY DESIGN & RES

Landslide mass upper deformation road outer retaining wall reinforcing structure and construction method thereof

The invention discloses a landslide mass upper deformation road outer retaining wall reinforcing structure and a construction method thereof. The landslide mass upper deformation road outer retaining wall reinforcing structure is characterized in that a plurality of self-propelled hollow grouting anchor rods are arranged in a deformation retaining wall, a plurality of steel pipe piles which are internally provided with steel bar bundles and are poured and filled are vertically arranged at the bottom of the outer side of the deformation retaining wall, stepped enlarged foundations are fixed at the tops of the steel pipe piles; a fitting slope reinforcing layer is poured on the surface of the deformation retaining wall; and at least two rows of anchor cables connected with the ground are fixed on the deformation retaining wall. According to the construction method of the landslide mass upper deformation road outer retaining wall reinforcing structure, reinforcing construction can be conducted on the deformation retaining wall on the premise that an existing retaining wall is not dismantled, the landslide mass on the lower portion of the deformation retaining wall is deeply reinforced, the foundations are expanded after the anti-sliding force of a side slope is improved, half-range communication can be achieved, road breaking construction is not needed, the sliding resistance of the side slope is improved, the natural side slope is reinforced, and the phenomenon of uneven settlement or overturning of the retaining wall foundations can be effectively prevented.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE

Coal resource flowing phase exploitation equipment and method based on tunnel boring machine (TBM)

The invention provides coal resource flowing phase exploitation equipment based on a tunnel boring machine (TBM). The coal resource flowing phase exploitation equipment comprises whole section TBM with a cutterhead and a flowing phase exploitation box, a first conveying belt, a fifth conveying belt, a coal gas output pipeline, a coal mine selecting and cleaning device, a second conveying belt, a generator set, a third conveying belt, a fourth conveying belt, a filling material processing chamber, a gasification device and wireless power transmission equipment, wherein the coal mine selecting and cleaning device, the second conveying belt, the generator set, the third conveying belt, the fourth conveying belt, the filling material processing chamber, the gasification device and the wireless power transmission equipment are installed in the flowing phase exploitation box. The invention further provides a coal resource flowing phase exploitation method based on the TBM. According to the provided coal resource flowing phase exploitation equipment and method based on the TBM, the safety of coal resource exploitation can be improved, the labor intensity and the environmental pollution can be relieved, the exploitation energy consumption and cost of coal resources can be reduced, and exploitation of deep coal resources can be achieved.
Owner:SICHUAN UNIV

Fill roadbed structure and construction method thereof

The invention provides a fill roadbed structure and a construction method thereof, and belongs to the technical field of roadbed construction. The fill roadbed structure comprises a roadbed, a stone work cushion layer is laid on the bottom of the outer side of a roadbed slope, the stone work cushion layer and the part above the roadbed slope are filled with soil-stone mixed filler so as to form a fill side slope, and the slope ratio of the fill side slope is smaller than or equal to 1:4.0. The outer side of the roadbed is filled with the stone work cushion layer and the soil-stone mixed filler to jointly form a protection system protecting the conventional roadbed and serving as a basis for slope soil at the same time. The problems that a traditional fill roadbed is high in protection expense, not environment-friendly, large in accident loss, high in waste slag field establishing expense and the like are solved.
Owner:CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD

Steady transition diversion system for rapid and slow flow in river confluence area

ActiveCN103174109BConducive to floodingGuaranteed Design Flood FlowArtificial water canalsStream regulationDesign floodWater flow
The invention provides a rapid-slow flow smooth transition flow diversion system for a riverway intersection area. The structure of the rapid-slow flow smooth transition flow diversion system for the riverway intersection area is as follows: a hydraulic jump energy dissipation section is arranged on a rapid flow channel in front of intersection of two channels, and a streamline channel wall is arranged between the hydraulic jump energy dissipation section on the rapid flow channel and a slow flow channel; a jet flow control structure is composed of a fish mouth and a flow diversion wall, wherein the flow diversion wall is arranged at the top end of the fish mouth and is parallel with the slow flow channel; the fish mouth is arranged at an intersection point of the connection of the streamline channel wall and the slow flow channel and extends toward a slow flow channel center and extends to a stable flow diversion channel. The rapid-slow flow smooth transition flow diversion system for the riverway intersection area has the advantages that the phenomenon that large standing waves are formed when rapid flow directly enters the slow flow channel can be avoided, and channel flood discharge is benefited; the direction of the flow of the rapid flow channel can be changed stably, and the form of a flow line is changed smoothly; flow separation and vortexes are weakened and even eliminated, and the actual flow discharge area is increased; the jet flow control structure effectively lowers the water level of an affluxion mouth; the channel design flood discharge flow quantity is guaranteed, and the water level of the affluxion mouth is effectively controlled; and the rapid-slow flow smooth transition flow diversion system for the riverway intersection area is beneficial to popularization in a large area in areas with limited land and in city flood-prevention projects, and the expropriation of the land is greatly reduced.
Owner:HOHAI UNIV

A structure of outdoor 500 kV hgis power distribution device

The invention relates to an outdoor 500kV HGIS power distribution device structure and solves a disadvantage that practical demands can not be satisfied by an HGIS equipment arrangement structure in the prior art. The outdoor 500kV HGIS power distribution device structure comprises the HGIS equipment and a framework assembly, wherein the HGIS equipment comprises an incoming wire breaker, a middle breaker and an outgoing wire breaker which are sequentially and linearly arranged, a first end of the incoming wire breaker is equipped with an incoming wire casing, a tail end of the incoming wire breaker is equipped with a first bus casing, a first end of the middle breaker is connected in parallel with the first end of the incoming wire breaker through a branch bus, a tail end of the middle breaker is equipped with an outgoing wire casing, a first end of the outgoing wire breaker is connected in parallel with the tail end of the middle breaker, and a tail end of the outgoing wire breaker is equipped with a second bus casing. According to the outdoor 500kV HGIS power distribution device structure, not only can a vertical dimension of a 500kV HGIS power distribution device be effectively compressed, incoming / outgoing wire leading modes are optimized, and the framework and crossbeam arrangement structures are simplified.
Owner:ANHUI ELECTRIC POWER DESIGN INST CEEC

Method for combining arm rods through crawler crane

The invention relates to a method for combining arm rods through a crawler crane. The method includes the steps of combining five arm rods on a hoisting platform, combining four arm rods on the hoisting platform through the crawler crane, combining one arm rod on the platform through a first vehicle crane and making the arm rod suspended out of the platform after a supporting cushion is erected, combining four arm rods on an under-mountain road, combining two arms through a second vehicle crane, unloosening hooks after combination, combining the last two arm rods through a third vehicle crane,forming a main arm through the nine arm rods, making the second vehicle crane continuously bear force after the main arm is formed through communication, loosening the third vehicle crane, and installing wind power auxiliary arms. By means of the method for combining the arm rods through the crawler crane, the area of a machine platform is reduced, the land acquisition and excavation volume are reduced, green wind power is obtained, and green construction is realized.
Owner:中国电建集团贵州工程有限公司

T-shaped structure of wind power plant booster station in mountain area and arrangement method

The invention discloses a T-shaped structure of a wind power plant booster station in a mountain area and an arrangement method. The T-shaped structure comprises a complex building, a reactive compensation device, a main transformer and a living water treatment device. The T-shaped structure is characterized in that the complex building and the main transformer are arranged on the same transverse axis, the reactive compensation device and the living water treatment device are arranged on the same vertical axis, the transverse axis is perpendicular to the vertical axis, and the vertical axis is located at the end of the transverse axis, so that the T shape is formed. The invention further discloses the arrangement method of the T-shaped structure of the wind power plant booster station in the mountain area. When the T-shaped structure and the arrangement method are used, the main transformer is adjacent to a 35kV power distribution device and a GIS power distribution device, the length of cables and steel-cored aluminum strands needed by connection between the devices is reduced, and the initial investment is reduced. The booster station is compact in arrangement structure and small in occupied area, and saves expropriated land. In addition, all indoor electrical devices and houses for living are arranged in the complex building, the vertical space is utilized, the occupied area is effectively reduced, the civil engineering cost is saved, and the construction cycle is shortened.
Owner:CEEC HUNAN ELECTRIC POWER DESIGN INST

Sewage treatment plants and sewage lifting systems

The embodiment of the present invention relates to a sewage treatment device and a sewage lifting system. The sewage treatment device includes: a water inlet pipe, a solid-liquid separation tank, a one-way filter, a cut-off float, a water collection tank, a sewage pump and a water outlet pipe; solid-liquid separation The tank has a water inlet, a filtered water outlet and a sewage outlet; the sewage pump includes a pump body, a first connecting pipe and a second connecting pipe; the first connecting pipe is respectively connected to the one-way filter and the pump body; the second connecting pipe is connected to the pump When collecting water, the sewage flows into the solid-liquid separation tank from the water inlet pipe, and after being filtered by the one-way filter, the liquid part passes through the sewage outlet, the first connecting pipe, the pump body and the second connecting pipe into the water collection tank; the solid residue in the sewage is filtered by the one-way filter in the solid-liquid separation tank; when draining, the sewage pump starts to work, and the sewage in the water collection tank is pumped out by the second connecting pipe, pump body, The first connecting pipe and the one-way filter enter the water collection tank, and then are discharged from the outlet pipe through the sewage outlet.
Owner:WILO CHINA

Well-sinking and water-purifying method for river bank multilayer structure

The invention relates to a well-sinking and water-purifying method for a river bank multilayer structure, wherein a water purifying building is composed of a cutting edge, a well wall, a bottom plate water-resisting layer, flared opening bases, flared opening water inlet tanks containing bosses, a pump set platform, a chlorine disinfection chamber, a power distribution duty room, a laboratory, a shallow type grit chamber. In an improved water purifying building, the cutting edge is sunk while earth is cut, when the cutting edge is sunk to a projected depth, the well wall is reinforced by a tons support, so that the well ring is not sunk, and the flared opening water inlet tanks containing the bosses can be conveniently installed. Prefabricated flared opening bases are arranged below the cutting edge, the flared opening water inlet tanks containing the bosses in a shape that an outer part is big and an inner part is small are installed between the flared opening bases, and then sand gravels outside a well are prevented from flocking into the well. A sunk well is not sunk due to the flared opening bases and a certain water depth is kept in the well and water can be easily pumped. In an installation process of the flared opening water inlet tanks containing the bosses, because the flared opening bases are provided with the bosses which are concave-convex coupled with the cutting edge, the flared opening bases can be conveniently installed, and workload is reduced and a sunk well is not inclined.
Owner:浙江圣水信息科技有限公司

Underwater slope backing method of bulky sand filled geotechnical pillow bags

The invention relates to an underwater slope backing method of bulky sand filled geotechnical pillow bags. The method comprises the following operation steps of: 1, measurement of an underwater bank slope; 2, soil characteristic investigation of the underwater bank slope; 3, technical parameter determination and preparation of the geotechnical pillow bags; and 4, sand filling and sinking of the bulky sand filled geotechnical pillow bags. By the method, slope cutting is avoided, the bank shoal of certain width is reserved, and stability and safety of a river dike can be effectively improved; land acquisition is reduced, and the project investment can be greatly reduced; and the bulky sand filled geotechnical pillow bags have good extension and deformation capacities in the longitudinal andtransverse directions, are combined tightly with the underwater irregular bank slope after being laid in place, have large volume, heavy dead weight, good stability and good slope backing treatment effect, and create conditions for wide application of a new composite geotextile software row bank protection technology in river bank collapse treatment projects.
Owner:ANHUI SURVEY & DESIGN INST OF WATER CONSERVANCY & HYDROPOWER

A non-powered riverside water ecological maintenance and purification treatment system

An unpowered riverside water ecology conservation and purifying system comprises a transverse gutter arranged on the upstream riverside of a landscape riverway rubber dam or hydraulic dam. A grating and a sluice valve are sequentially arranged at an entrance of the transverse gutter from left to right, a vertical gutter is vertically arranged at the tail end of the transverse gutter, the left sidewall of the vertical gutter is a first water distribution lattice wall while the right side wall of the same is a second water distribution lattice wall, and a plurality of landscape units are arranged between the first water distribution lattice wall and a riverway; a plurality of overflow holes are formed in the top of the first water distribution lattice wall and the left side wall of each landscape unit, a third water distribution lattice wall is parallelly arranged on the right side of the second water distribution lattice wall, a gravel filtering strip is formed between the second waterdistribution lattice wall and the third water distribution lattice wall and divided into gravel filtering units corresponding to the landscape units, a plurality of precipitation troughs corresponding to the gravel filtering units are arranged on the right side of the third water distribution lattice wall, and anticorrosion wooden trestles are paved to the tops of the gutters, the gravel filtering units and the precipitation troughs.
Owner:SHENGSHI LANDSCAPE GRP CO LTD
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