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54results about How to "Strong anti-seepage" patented technology

Car frame connecting structure

The invention relates to a car frame connecting structure comprising a side window longitudinal beam, an upright column, a stiffening beam, a top cap longitudinal beam and a top cap horizontal beam, wherein the side window longitudinal beam is riveted with the upright column through a medium corner; the side window longitudinal beam is riveted with the lower part of the stiffening beam; the upright column is riveted with the stiffening beam; the upper part of the stiffening beam is riveted with the top cap horizontal beam through a large corner; and the top cap longitudinal beam is riveted with the top cap horizontal beam through the medium corner. The car frame connecting structure is made of aluminium alloys or magnesium alloys. The invention achieves the effect on reducing weight approximate to a half under the conditions of same or similar strength of steels by adopting the car frame connecting structure made of the aluminium alloys or the magnesium alloys, thereby greatly reducing the weight of a car body without reducing the strength; and in addition, the invention has the advantages of reduced manufacturing and operating cost, long service life and more energy saving and environmental protection, prevents the stress concentration caused by adopting a welding mode through riveting connection and has firm connection without generating cracks.
Owner:北京绿程锦绣能源科技有限公司

Vertical spliced type underground diaphragm wall and construction method thereof

InactiveCN108221959AImproves compressive and tensile propertiesIncrease stiffnessBulkheads/pilesRebarSlurry wall
The invention discloses a vertical spliced type underground diaphragm wall and a construction method thereof. The vertical spliced type underground diaphragm wall comprises diaphragm wall bodies 1. Each diaphragm wall body 1 is formed by splicing at least three diaphragm wall units in the vertical direction, wherein the diaphragm wall units are the upper layer diaphragm wall unit 11, the middle layer diaphragm wall unit 12 and the lower layer diaphragm wall unit 13 from top to bottom, the two sides of the top and bottom of the upper layer diaphragm wall unit 11 are each provided with six rebars 6, and two rebars are arranged between every two corresponding cavities 2; the top of the middle layer diaphragm wall unit 12 is provided with holes 7 matched with the rebars 6 at the top of the upper layer diaphragm wall unit 11, and the bottom of the middle layer diaphragm wall unit 12 is provided with a plurality of rebars 6; and the top of the lower layer diaphragm wall unit 13 is provided with holes matched with the rebars 6 at the bottom of the middle layer diaphragm wall unit 12. The two ends of each diaphragm wall unit are provided with a concave connector 3 and a convex connector 4correspondingly. According to the vertical spliced type underground diaphragm wall and the construction method thereof, continuous overall construction of the post-poured wall is achieved, and the overall mechanical compression resistance, tensile resistance and leak resistance are promoted substantially.
Owner:SHANGHAI INSTITUTE OF TECHNOLOGY

Wall sinking construction method

ActiveCN109898520AElevation is easy to controlControllable plane coordinatesArtificial islandsExcavationsRetaining wallFrictional resistance
The invention belongs to the technical filed of civil construction underground engineering, and provides a wall sinking construction method to make a wall body to sink under control. The wall sinkingconstruction method is characterized in that retaining structures are firstly formed on the two sides, corresponding to a groove body, of the wall body, then a section of wall body with a certain height is manufactured on the ground, and jacks and a supporting pile body are installed on the two sides of the bottom of the wall body to reinforce the rock and soil mass under the supporting pile body.The wall body is supported by the jacks and the supporting pile body, the bottom of the wall body is suspended to form an excavation working space with a certain height, and in the space, an underwater excavator is controlled remotely to excavate rock and soil in the groove body layer by layer; elastic support with rollers is sandwiched between the retaining structures on the two sides of the wall body and the groove body to transfer and balance rock and soil pressure, and thus wall sinking frictional resistance is controllable; and under control of the jacks, the wall body sinks for a section and is connected with a higher section on the ground. When the construction method is used for foundation pit supporting, the outer wall of a basement and spatial steel support can be sunken and putin place at the same time to form a safe and economical foundation pit supporting system; and the construction method also can be used for building side slope retaining walls and underground diaphragm walls.
Owner:问延煦

Degradable and environment-friendly anti-seepage film for oil field and preparation method of degradable environment-friendly anti-seepage film

The invention discloses a degradable and environment-friendly anti-seepage film for an oil field and a preparation method of the degradable and environment-friendly anti-seepage film. The degradable and environment-friendly anti-seepage film is prepared from the components by weight as follows: polylactic acid, poly (butyleneadipate-co-terephthalate), plant fibers, glycerin or epoxidized soybean oil and inorganic filler. The preparation method comprises specific preparation steps as follows: weighing the polylactic acid, poly (butyleneadipate-co-terephthalate), the plant fibers, glycerin or the epoxidized soybean oil and the inorganic filler; adding the raw materials to a high-speed mixer for uniform mixing; adding the mixture to a hopper of a twin-screw extruder, and obtaining modified resin after brace granulating; placing the modified resin in a drying machine for full drying, and putting the dried modified resin in a cast sheet machine to obtain the degradable, environment-friendly and anti-seepage film for the oil field. The film can be completely biodegraded in the nature after used, degradation products meet EN13432 standards for compostable and are non-toxic and harmless to soil, and the technical standard for environment requirements is high. The preparation method is simple in process, easy to control and suitable for industrial mass production.
Owner:新疆加福萨斯石油设备有限公司

Floating ball type one-way drainage valve on slope or retaining wall

InactiveCN102071667AReduce external water pressureHigh sensitivityArtificial water canalsWater leakageNeck parts
The invention relates to a floating ball type one-way drainage valve which is capable of preventing stored water leakage and discharging ground water in time and is applicable to a slope or a retaining wall of hydraulic engineering. The floating ball type one-way drainage valve consists of an upper valve body, a lower valve body, a floating ball and a drainage pipe, wherein the upper valve body has a funnel shape, a smooth camber neck part, and a top part connected with the drainage pipe, the lower valve body has a cylindrical shape and a bottom part connected with the drainage pipe, the floating ball is a hollow ball and has a straight bar attached onto the surface, and the upper valve body and the lower valve body are connected with each other through screws. The floating ball moves up and down in the valve body, and the straight bar stirs the sludgy on the bottom part of the valve body to prevent blockage. The upper and lower valve bodies share the same diameter, the diameter of the drainage pipe is smaller than that of the floating ball, and the sum of the length of the diameter of the floating ball and the length of the straight bar is greater than the inside diameter of the valve body. When the impounded level is higher than the ground water level, the floating ball moves up to block the drainage hole. When the impounded level is lower than the ground water level, the floating ball moves down and the ground water enters the valve body and is discharged through the drainage pipe. The floating ball type one-way drainage valve facilitates the stability of the slope and the retaining wall, and has a simple structure, high rigidity, high sensitivity and reliability, and is resistant to sludge and rust, low in cost and high in durability.
Owner:南通市通州区生产力促进中心

Outer wall clay sculpture construction method and mortar adopted in same

InactiveCN104712114AImprove structural connectivityAvoid crackingCovering/liningsHardnessSugar
The invention provides an outer wall clay sculpture construction method and mortar adopted in using method. The outer wall clay sculpture construction method comprises the steps of manufacturing mortar, positioning patterns, installing a skeleton, conducting painting with lime at a time, conducting painting again, forming a prototype, conducting polishing and fine trimming, coloring the patterns and the like. The mortar adopted by clay sculpture comprises grey factice, sand, cement, brown sugar and glutinous rice flour, wherein the weight ratio of the grey factice to the sand to the cement to the brown sugar to the glutinous rice flour is 40-60:40-60:6-15:0.8-1.2:0.8-1.2. The grey factice is a viscous layer which is formed on the surface of clean water into which shell powder with gravel filtered out is soaked for more than fifteen days. According to the construction method, a supporting piece and a connecting wire are matched to form the skeleton, so that the internal clay sculpture structural connectivity is effectively improved, and the phenomena of disengagement, color fading and the lie are not likely to be generated. The main raw material adopted by the mortar is the shell powder, the grey factice formed after the shell powder is soaked is high in adhesive property, hardness, impermeability and water resistance, and meanwhile the glutinous rice flour in the mortar can improve the impermeability and the water resistance of the mortar.
Owner:福建省五建装修装饰有限公司 +1

Circulating pressure-maintaining multi-turn grouting method for dam seepage-proofing reinforcement

The invention belongs to the technical field of seepage-proofing reinforcement of water conservancy foundations, and particularly relates to a circulating pressure-maintaining multi-turn grouting method for dam seepage-proofing reinforcement. The method comprises the following steps that the position of a permeable layer needing to be disposed is determined; holes are distributed in the position,close to the upstream face, of the top of a dam, and then a grouting hole is drilled through a drilling machine; a grouting pipe is arranged in the grouting hole, a hole sealing pipe is shorter than the grouting pipe, and an isolation block is arranged below the hole sealing pipe; an expansion material is injected into the hole sealing grouting pipe for hole sealing and pressure maintaining; and acirculating pressure-maintaining multi-turn grouting method is used for grouting of permeable high polymers, and the grouting pressure is 0.5-2Mpa. According to the method, construction is convenientand fast, the construction period is short, disturbance to the dam is small, the seepage-proofing effect is good, durability is high, full permeation and diffusion of grout are facilitated, subjectivity and experience of the grouting process can be effectively reduced, and grouting construction can be guided.
Owner:SUN YAT SEN UNIV +1

Mining spraying agent

The invention provides a cement-based mining spraying agent, which is mainly used for spraying mine walls, and comprises a solid material, water and an adhesive, wherein, the solid material is one of the following materials: the mixture of cement and ground calcium carbonate, the mixture of cement, ground calcium carbonate and fly ash and the mixture of cement and fly ash, wherein, the solid material comprises the following components by the weight ratio: 10% to 40% of cement, 0% to 90% of ground calcium carbonate and 0% to 80% of fly ash; the adhesive is polyvinyl alcohol glue or polyvinyl alcohol modified adhesive with the weight being 1% to 5% of the solid material. The mining spraying agent has the advantages of convenient construction, good strength and little possibility of drying crack and shedding after being sprayed on the mine wall, and lower cost.
Owner:西安森兰科贸有限责任公司

A high-fluidity anti-seepage and anti-crack concrete material

The invention discloses a high fluidity, anti-seepage, and crack-resistant concrete material, which is prepared from the following raw materials: silicate cement, fly ash, medium sand, small stone, a polycarboxylate water reducer, an air entraining agent, a calcium sulfoaluminate expanding agent, and water. The concrete material has good fluidity, and can be used in a structure without vibration or under a condition of slight vibration, wherein in the structure, the density of steel bars is large, the space is narrow, and the shape of the structure is complicated, and the construction is convenient. The concrete material also has a strong anti-seepage performance, the cement base material and additives work together to effectively cut off the crack connection channels, and the compactness and anti-seepage performance of the overall structure are both enhanced. The cracking resistant performance is strong, during the hydration process, the micro expansion can effectively control the shrinkage of concrete volume, the cracking rate and degree in the early stage are largely reduced; moreover, the concrete material can be well bound with roller compacted concrete, the cement base material can penetrate into the gaps between layers of roller compacted concrete, and the local strength and binding performance of roller compacted concrete are improved therefore.
Owner:TIANJIN UNIV +1

Processing method of polyvinyl chloride coated tarpaulin

The invention provides a processing method of polyvinyl chloride coated tarpaulin, and relates to the technical field of tarpaulin. The processing method comprises the following steps that (1) size isprepared, specifically, polyvinyl chloride paste resin, dioctyl phthalate, polyurethane, a viscosity reducer and tributyl phosphate are mixed and beat to obtain the size A; (2) cloth is fed and coated with the size, specifically, after the polyester mesh cloth is pressed and rolled, the surface layer and the bottom layer of the polyester mesh cloth are uniformly coated with the size A; (3) dryingis carried out, specifically, the polyester mesh cloth coated with the size A is dried; (4) film preheating is carried out, specifically, a polyvinyl chloride film is heated to be in a molten state;(5) laminating is carried out, specifically, the polyvinyl chloride film in the molten state and the polyester mesh cloth coated with the size are heated, pressurized and laminated to prepare the coated tarpaulin; and (6) cooling and shaping are carried out, specifically, the coated tarpaulin is cooled to obtain the finished product. The method is simple and efficient, and the prepared polyvinyl chloride coated tarpaulin is high in peel strength among all layers and excellent in water seepage resistance, cold resistance, sun shading performance, weather resistance and the like.
Owner:保定帝鹏实业有限公司

A sinking wall construction method

The invention belongs to the technical field of civil construction underground engineering, and provides a sinking wall construction method, which enables the wall to sink in a controlled manner, and is relatively economical and reasonable. Excavate the rock and soil layer by layer, use the jack on the supporting pile to support the wall at the bottom of the excavated groove so that the bottom of the wall is suspended, use the jack to lift the supporting pile to cooperate with the excavation; after layered excavation, use the jack to press the supporting pile Until its settlement is stable; the wall and the retaining structure are entrained with roller elastic support rods, which transmit the balanced rock-soil pressure and control the sinking frictional resistance; the wall sinks under the control of the jack for a section, and the ground is raised for a section. When this construction method is used for foundation pit support, after connecting the basement exterior wall and the steel support wall on the ground, they sink in place under control at the same time, and then carry out large-scale excavation, which can prevent accidents caused by insufficient support. The support system has strong adaptability to architectural schemes and geology. This construction method can also be used in the construction of slope retaining walls and underground anti-seepage walls.
Owner:问延煦
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