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

351results about How to "Good waterproof" patented technology

Large depth underground continuous wall water-stop joint device

The invention relates to a water sealing joint device of a large-depth underground continuous wall. The water sealing joint device consists of a water sealing connector plate and a rubber water stop; the water sealing connector plate comprises connector side plates connected in sequence, two arc shape plates, an H-shaped groove plate, an upper end plate and a lower end plate; the two arc shape plates are oppositely arranged in the middle at intervals along the width of a connector side plate, and the H-shaped groove plate is arranged in the middle between the two arc shape plates; the H-shaped groove plate has two opening ends, one end is fixed and connected with the two arc shape plates, and the other end is fixed and connected with the connector side plate; and the upper end plate and the lower end plate are arranged at the end parts of the two arc shape plates and the H-shaped groove plate. An opening slot is arranged at the middle part of the upper end plate and the lower end plate, and the rubber water stop is embedded in a gap between the opening slot and the opening end of the H-shaped groove plate. The connector side plate adopts a long strip shape thick steel plate, the upper end plate and the lower end plate adopt semi-circular steel plates, and the composite cross section of the two arc shape plates is matched with the shape of the upper end plate and the lower end plate. The depth of the opening slot of the upper end plate and the lower end plate is approximately identical to half of the width of the rubber water stop. The invention can improve the prior construction process, reduce the construction cost, and effectively improve the water sealing performance of the structure of the underground continuous wall.
Owner:SHANGHAI URBAN CONSTRUCTION MUNICIPAL ENGINEERING (GROUP) CO LTD

Offshore deep foundation pit supporting structure and construction method thereof

The invention provides an offshore deep foundation pit supporting structure and a construction method of the offshore deep foundation pit supporting structure, and belongs to the technical field of deep foundation pit construction. The offshore deep foundation pit supporting structure comprises a plurality of underground continuous walls, a plurality of anchor ropes and anchors, wherein the underground continuous wall is located on the outer edge of a deep foundation pit and connected end to end in a surrounding mode, a plurality of sleeves are embedded into each underground continuous wall, one end of each anchor rope is fixed to the corresponding underground continuous wall through the corresponding anchor, the other end of each anchor rope penetrates through the corresponding sleeve and is fixed into soil outside the deep foundation pit, each anchor comprises a rubber sealing plate and a plurality of expansion bolts, a pipe opening in the side, close to the deep foundation pit, of each sleeve is covered with the corresponding rubber sealing plate, and each rubber sealing plate is fixed to the corresponding underground continuous wall through the corresponding expansion bolts. The offshore deep foundation pit supporting structure has a quite excellent water stopping effect.
Owner:SHANGHAI CONSTR NO 5 GRP CO LTD

Production method for fireproof and waterproof carbonized woods

InactiveCN102528878AReduce hygroscopicity and water absorptionGood waterproofWood charring/burningWeather resistanceHydroxyl radical
The invention discloses a production method for fireproof and waterproof carbonized woods, comprising the steps of preparing a using solution, wherein the using solution contains sodium silicate and water based on a mass ratio of 1:(4-7); absorbing the using solution by wood materials; solidifying the wood materials to fix the sodium silicate in the wood materials; and carbonizing the wood materials into the carbonized woods. The production method for fireproof and waterproof carbonized woods has the following advantages: the sodium silicate solution is absorbed by the wood materials, the sodium silicate is fixed in the wood materials, and the wood materials are carbonized; in a carbonizing process, sodium silicate can produce a silica gel solid with excellent water resistance and silicon dioxide, hemicelluloses in the wood materials are degraded, and hydroxyl radicals in cell walls of the wood materials are reduced, so that the production method has the following beneficial effects: 1) the moisture absorbability and the water absorbability of the wood materials are reduced, so that the water resistance is excellent; 2) the fireproof performance of the wood materials is improved, so that the fireproof performance is excellent; 3) the size stability is enhanced, so that the carbonized woods are hard; 4) the biological rotproofness is excellent; and 5) the weather resistance is excellent. Therefore, a wood product which has the advantages of excellent performance, beautiful color and environmental friendliness and is suitable for outdoor environment can be produced.
Owner:FUJIAN ZHANGPING KIMURA FORESTRY PROD

Waterproof treatment technology of capacitive touch screen

The invention discloses a waterproof treatment technology of a capacitive touch screen. The waterproof treatment technology comprises the following steps: during the production of a sensor of the capacitive touch screen, insulation printing is added for a bonding area circuit as waterproof and anti-corrosion treatment, and the exposed conductive part of the sensor is treated only with silverglue PIN of the bonding area; after being subjected to SMT (surface mount technology) positioning, an FPC (flexible printed circuit) is treated with transparent sealing glue, and exposed bonding pads of a chip IC (integrated circuit), a capacitor, a resister and a diode element are sealed with the sealing glue; after the sensor is manufactured into small pieces and subjected to functional test, hot pressing is performed on the small pieces and the FPC, after pressing, functional test is carried out, then, insulating sealing glue is brushed, and UV drying is performed; the circuit formed through pressing the sensor and the FPC is adhered to a glass cover plate through small piece lamination process, the suspended parts between the FPC and the cover plate are stuck together through double faced adhesive tape, and few copper exposure parts of the FPC on the sensor surface are sealed with white sealing glue for sealing treatment. According to the waterproof treatment technology, the exposed conductive circuit of the touch screen and element bonding pad area are sealed, so as to achieve the waterproof function of the touch screen, and the waterproof treatment technology has the characteristics of easy technology and good waterproofness.
Owner:JIANGXI TIANYI PHOTOELECTRIC

Polyurethane grouting material and preparation method thereof

The invention discloses a polyurethane grouting material and a preparation method thereof. The polyurethane grouting material comprises polyhydric alcohols, polyisocyanates, an organic amine catalyst, an organic tin catalyst, a chain extender and a foam stabilizer. The content of the components is as follows: 1 part of polyhydric alcohols and 1 part of polyisocyanates are contained; the content of the organic amine catalyst is 0.3% of the mass of the polyhydric alcohols; the content of the organic tin catalyst is 1.6% of the mass of the polyhydric alcohols; the content of the chain extender is 0.6% of the mass of the polyhydric alcohols; the content of the foam stabilizer is 1.0% of the mass of the polyhydric alcohols. The preparation method comprises the following steps: dividing the raw materials into two components, wherein the component A includes polyisocyanates and the component B includes the polyhydric alcohols and the additives; adding a defined amount of water into the component B; mixing the components A and B and quickly and fully stirring. The polyurethane grouting material prepared according to the preparation method has the advantages of low toxicity, low pollution, excellent grouting performance, low cost, convenience in construction, and the like, and meets national relevant standard and requirement for water plugging construction in China.
Owner:CHINA UNIV OF GEOSCIENCES (BEIJING)

Drill-hole waterstop device and method

The invention relates to a drill-hole waterstop device. The drill-hole waterstop device comprises a drilling machine, a drill pipe, a packer and a casing pipe, wherein the drill pipe is connected withthe drilling machine, one end of the drill pipe is connected with a slurry supply device, the other end of the drill pipe is used for extending into a drill well, the packer is arranged on the drillpipe in a sleeving mode and located in the drill well, the packer communicates with an air supply unit, the casing pipe is arranged on the periphery of the packer in a sleeving mode, and a certain gapis left between the casing pipe and the inner wall of the drill well. The slurry supply device is used for injecting slurry into the drill well through the drill pipe, and the packer is configured tobe that when the air supply unit supplies air to the packer, the packer expands and the size of the packer is increased, so that a channel between the drill pipe and the casing pipe is closed. The invention further relates to a waterstop method utilizing the drill-hole waterstop device. The waterstop method comprises the steps that the casing pipe is down into the drill well, then the packer is down into the casing pipe, the channel between the casing pipe and the drill pipe is blocked off, the slurry is supplied into the drill well through the drill pipe, and therefore a gap between the casing pipe and the well wall is filled with the slurry. According to the waterstop method, the waterstop time can be shortened, the slurry using amount is decreased, and the good waterstop effect is achieved.
Owner:QINGDAO PROSPECTING INST OF GEOLOGICAL ENG +1

Deep function pit supporting structure in karst geology condition and construction method thereof

The invention provides a deep foundation pit supporting structure in a karst geology condition and a construction method thereof. The deep foundation pit supporting structure comprises an encircled underground continuous wall (1), and a horizontal grouting reinforcing body (2) which is poured into an encircling area of the underground continuous wall. With the adoption of the deep foundation pit supporting structure, the problem due to serious water leakage occurring in the excavating of the foundation pit under the karst geology condition can be effectively solved; the underground continuous wall has a good effect, and the supporting structure is small in deformation; in addition, the water stopping effect of the sidewall of a foundation pit is obvious, so that the circumstance of water leaking nearly not occurs; the area in the bottom of the foundation pit is subjected to foundation processing by the grouting mode to form a grouting reinforcing body, and thus the channel for water in karst fissures at the bottom of the pit can be effectively cut, and as a result, the problem that water runs from the bottom of the pit can be completely solved; the cement and soluble glass grout is used as the grouting material which can effectively prevent the cement grout from be washed out by the groundwater, and the water blocking and permeating preventing performances of the grouting reinforcing body can be obviously improved.
Owner:YUNNAN CONSTR ENG GRP +2

Prestressed high-strength concrete hollow support pile and manufacturing method thereof

The invention provides a prestressed high-strength concrete hollow support pile and a manufacturing method thereof. The prestressed high-strength concrete hollow support pile comprises a reinforcement cage framework and a concrete pile body. The cross section of the prestressed high-strength concrete hollow support pile is of a polygonal hollow pipe shape. The prestressed high-strength concrete hollow support pile comprises an upper pile body flange plate, a lower pile body flange plate, a left pile body supporting leg, a right pile body supporting leg, a pile body tenon and a pile body mortise, wherein the upper pile body flange plate and the lower pile body flange plate are arranged symmetrically; each pile body flange plate is formed by welding two or more longitudinal prestress main ribs and two or more hoop ribs in a crossed mode; hoop ribs are evenly distributed between the upper pile body flange plate and the lower pile body flange plate in a surrounding mode; the pile body tenon is located on one side of the left pile body supporting leg, the pile body mortise is located in one side of the right pile body supporting leg, and the pile body tenon and the pile body mortise are in engaged fit; reserved grouting slots are formed in the middle of the pile body tenon and the middle of the pile body mortise symmetrically. The prestressed high-strength concrete hollow support pile is firm in structure, good in soil conserving and water stopping effect, easy and convenient to construct and low in project cost, and by adoption of the mechanical and automatic producing and processing procedures, the construction period is short and efficiency is high.
Owner:湖南卓工建材科技有限公司

Concrete surface protection system

ActiveCN104530972AGuaranteed surface effectGood waterproofCoatingsSilicone resinCorrosion prevention
The invention belongs to the field of protection of concrete surfaces and relates to a durable and corrosion-proof concrete surface protection system. The protection system comprises four parts, namely, a priming paint, an inter paint, a finish paint and a finish-coat paint, wherein the priming paint mainly comprises a silane emulsion, a siloxane emulsion, a dispersant, a corrosion-resistant agent and water; the inter paint mainly comprises a silicon resin emulsion, a siloxane emulsion, a coalescing agent, a dispersant, a corrosion-resistant agent and water; the finish paint mainly comprises a silicon resin emulsion, an acrylic emulsion and/or a modified acrylic emulsion, a dispersant, a corrosion-resistant agent, a coalescing agent and water; and the finish-coat paint mainly comprises a fluorine-silicone resin polymer, a dispersant, a corrosion-resistant agent, a coalescing agent and water. The protection system can be immersed at 3-8mm from the concrete surface and is cured and cross-linked to form a protective layer, and the protection system has the advantages of excellent air permeability, water-repellent property, immersion resistance, weather resistance, freeze-thawing resistance and corrosion resistance; by the protection system, early carbonation and morbid change of concrete are prevented, the weather resistance is improved and the durability and practicability of concrete are prolonged.
Owner:CHONGQING JINHONG CONSTR ENG

Ultrasonic control earth pillar pressure chamber system

The invention discloses an ultrasonic control earth pillar pressure chamber system. The ultrasonic control earth pillar pressure chamber system comprises a pressure chamber, an earth pillar, an ultrasonic device, a liquid supply device and a liquid outlet device. The pressure chamber is provided with a cavity filled with water, and the earth pillar is arranged inside the cavity; the ultrasonic device comprises an ultrasonic generator, an ultrasonic transducer, an ultrasonic amplitude-change pole and an ultrasonic emission tool head, and the ultrasonic emission tool head extends into the cavity and makes contact with the top end of the earth pillar; the liquid supply device comprises a liquid inlet pipe, a liquid storage tank, a peristaltic pump and a flowmeter; the liquid outlet device comprises a turbidimeter and a liquid outlet pipe, the turbidimeter is connected to the liquid outlet pipe, and the liquid outlet pipe extends into the cavity and is connected with the bottom end of the earth pillar. The system can accurately measure the evolution situation of rubber concentration along with time, the ultrasonic attenuation situation, the temperature change situation and the earth pillar deformation situation in the process of ultrasonic load changes, earth pillar height changes and earth pillar confining pressure changes, and then research on rubber migration and deposition characteristic in porous media under the multi-factor coupling action is carried out.
Owner:HUAQIAO UNIVERSITY
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