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77results about How to "Reduce expansion force" patented technology

Expansive soil (rock) roadbed retaining swelling-reducing structure and construction method thereof

The invention discloses an expansive soil (rock) roadbed retaining swelling-reducing structure and a construction method thereof. The roadbed retaining swelling-reducing structure comprises a lateral ditch, a lateral ditch platform, an inverted filter, a swelling-reducing water draining layer, a breast board, a plate top concrete platform and a water draining hole, wherein the lateral ditch is a U-shaped lateral ditch; the lateral ditch platform is horizontally arranged at an edge of the lateral ditch; the inverted filter, the swelling-reducing water draining layer and the breast board are vertically arranged on the lateral ditch platform and are successively arranged on the exterior of the expansive soil (rock) from inner to outer; the plate top concrete platform is horizontally poured on the swelling-reducing water draining layer, the inverted filter and the expansive soil (rock); and the swelling-reducing water draining layer is arranged as an elastic elastomer. The construction steps are as follows: constructing the lateral ditch after completing the cutting earth rock excavation and stay pile construction; constructing the lateral ditch platform and leveling the plate bottom concrete; hoisting the breast board, mounting the breast board while paving the swelling-reducing water draining layer and the inverted filter; and constructing the plate top concrete platform. The expansive soil (rock) roadbed retaining swelling-reducing structure has the advantages of water draining function, obvious swelling-reducing effect, excellent water draining effect, convenience in construction and easily controlled quality.
Owner:SICHUAN RUITIE TECH

Instantaneous counter flow type heat exchanger

InactiveCN102095316ASmall cavity gapThe connected structure is strong against pressureHeat exchanger casingsStationary tubular conduit assembliesCounter flowEngineering
The invention relates to an instantaneous counter flow type heat exchanger which comprises a central heating water inlet, a central heating water outlet, a tap water inlet, a tap water outlet and two or more than two tap water heat absorption pipes, wherein two ends of the tap water heat absorption pipes are respectively communicated with a tap water communicating pipe; central heating supply pipes penetrate in the tap water heat absorption pipes and are communicated; one end of each communicated central heating supply pipe are connected with the central heating water inlet; and the other end of each central heating supply pipe are connected with the central heating water outlet. The instantaneous counter flow type heat exchanger is characterized in that the tap water communicating pipe is provided with one or more than one water plugging board. The heat exchanger enables a user to bathe by using a heat source of a heating pipe network, the heat absorption pipes do not scale, the cavity gap between two medium pipes is small, the cold fluid counter flows in a narrow cavity while covering a heat pipe, so that the heat conduction is quick, and the heat exchange capacity is high. The heat exchanger has the advantages of strong compression resistance, small hot fluid resistance, quick heat conduction and high efficiency, and the cold fluid counter flows in the narrow pipe cavity.
Owner:张伟

Assembled type anchor rod frame beam structure containing EPS elastic cushion layer and suitable for expansive soil slope

The invention discloses an assembled type anchor rod frame beam structure containing an elastic cushion layer and suitable for an expansive soil slope and a construction method thereof. The construction efficiency and quality of an anchor rod frame beam are effectively improved, the material cost of the frame beam is saved, and the comprehensive supporting effect of the anchor rod frame beam structure is improved. The structure comprises a reinforced concrete concave beam prefabricating unit, EPS (polystyrene) elastic cushion layers arranged on two sides of the reinforced concrete concave beamprefabricating unit, and an anchor rod arranged at a joint of a reinforced concrete frame beam. The reinforced concrete frame beam is formed by connecting the reinforced concrete concave beam prefabricated unit, cast-in-place concrete at the joint and bolts. The EPS elastic cushion layers are arranged on two sides of the frame beam. According to the assembled type anchor rod frame beam structure,the construction efficiency and quality of slope supporting engineering are effectively improved, the material cost of the frame beam is reduced, and the supporting effect of the anchor rod frame beam structure and the economic benefit of the construction project are improved.
Owner:SHANGHAI UNIV

Method for preparing alum-free vermicelli based on modified starch

The invention discloses a method for preparing alum-free vermicelli based on modified starch. The method comprises the following steps of: (1) preparing starch milk by taking starch as the raw material, and then, preparing cross-linked starch by taking phosphorus oxychloride as a cross-linking agent; (2) preparing starch milk by taking starch as the raw material, and then, preparing octenyl succinic acid modified starch by taking octenyl succinic anhydride as an esterifying agent; (3) preparing starch milk by taking starch as the raw material, and then, preparing high cross-linked starch by taking phosphorus oxychloride as a cross-linking agent; and (4) adding starch with a certain mass into water to prepare starch milk, rapidly pouring boiling water into the starch milk to prepare starchy sauce paste, adding the cross-linked starch, the octenyl succinic acid modified starch and the high cross-linked starch in a certain proportion, mixing and uniformly stirring the cross-linked starch, the octenyl succinic acid modified starch and the high cross-linked starch, placing the mixture into a vermicelli machine for extrusion forming, cooking the vermicelli for several seconds, then, rapidly placing the cooked vermicelli into cold water to cool and retrograde for several minutes, and drying to obtain a finished product of the vermicelli. Compared with the traditional vermicelli preparation method, the method has the advantages that no alum is used, the property of the vermicelli is improved, and the prepared vermicelli has favorable boiling fastness, favorable toughness and favorable retrogradation resistance.
Owner:甘肃圣大方舟马铃薯变性淀粉有限公司

High-speed railway expansive rock soil deep cutting structure and construction method thereof

PendingCN111118970ASolve the technical problem of arch deformationControllable arch deformationRailway tracksExcavationsTrackwayStructural engineering
The invention discloses a high-speed railway expansive rock soil deep cutting structure and a construction method thereof. The structure comprises: a plurality of reinforcing support piles, wherein the reinforcing support piles are divided into two rows and are symmetrically arranged at a deep cutting slope toe, and each row of reinforcing support piles are arranged at intervals; supporting crossbeams which is arranged on a foundation between the two reinforcing supporting piles which are symmetrically arranged; a buffer layer which is arranged on the foundation at the bottoms of the supporting cross beams; a waterproof layer which is arranged on a foundation between every two adjacent supporting cross beams; and a bearing plate which is connected to the tops of the supporting cross beamsand connected to the reinforcing supporting piles, wherein the bearing plate is used for arranging a rail structure. The technical problem of upwarp deformation of the high-speed railway caused by expansive rock and soil is effectively solved, and the high-speed railway expansive rock soil deep cutting structure has the characteristics of expansive rock and soil stability, controllable upwarp deformation, convenience in construction, economy, environmental protection, convenience in popularization and application and the like.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Expansive soil foundation structure containing ballastless track roadbed and construction method

The invention provides an expansive soil foundation structure containing a ballastless track roadbed and a construction method. The structure comprises porous pipe piles, an expansive soil foundation,a geosynthetics reinforced cushion layer and a ballastless track roadbed, the porous pipe piles and the expansive soil foundation are arranged at the lowermost portion, and the geosynthetics reinforced cushion layer and the ballastless track roadbed are sequentially arranged above the porous pipe piles and the expansive soil foundation from bottom to top; a plurality of porous pipe piles are vertically arranged in the expansive soil foundation, each porous pipe pile comprises a hollow porous pile body and an elastomer material filling the hollow porous pile body, each hollow porous pile bodyis of a hollow reinforced concrete structure, and each porous pipe pile further comprises a radial through hole penetrating through the inner wall and the outer wall of the corresponding hollow porouspile body in the radial direction. According to the method, the expansion and shrinkage deformation of the expansive soil foundation during water immersion and loss is effectively reduced, so that the expansion and shrinkage deformation of the ballastless track roadbed is controlled within a reasonable range, the requirements of high-speed and safe operation of trains on the ballastless track roadbed are met, and the expenses for reinforcing and treating the expansive soil foundation are saved.
Owner:CENT SOUTH UNIV

Secondary battery

The invention relates to a secondary battery. The secondary battery comprises a naked battery cell, a first insulating cover and a second insulating cover, a first current collection part and a second current collection part, wherein the naked battery cell comprises a battery cell body, a first tab and a second tab; the first current collection part comprises an electrode pole connecting section, a transition section and a tab connecting section which are connected; the electrode pole connecting section is of a bent structure and forms a positioning cavity; the first insulating cover comprises a base body, and a positioning part and a clamping claw which are connected to the base body; the base body is provided with a containing space which is opened toward the first tab; the first tab is stored in the containing space; the positioning part is embedded into the positioning cavity; the clamping claw is in clamping joint with the transition section so that the first current collection part is in positioning connection with the first insulating cover; the second insulating cover covers the second tab; a gap is formed between the first insulating cover and the second insulating cover. According to the scheme provided by the invention, the risk that the he first insulating cover and the second insulating cover are expanded or torn so that the tabs are exposed is reduced, and the probability that the inner part of the secondary battery is short-circuit is reduced.
Owner:CONTEMPORARY AMPEREX TECH CO

Electrostaticspun nanofibrous membrane of controlled-release growth factors and esophageal membrane-coated memory stent

PendingCN109172073AOvercome surgeryOvercoming therapeuticStentsSurgeryElectrospun nanofibersProtein activity
The invention relates to an electrospun nanofibrous membrane of controlled-release growth factors and an esophageal membrane-coated memory stent. The electrospun nanofibrous membrane of controlled-release growth factors is characterized in that the housing solution is a poly (caprolactone lactate) copolymer solution with hexafluoroisopropanol as a solvent; the core solution is an aqueous solutionof EGF protein, and is prepared by a coaxial co-spinning method. The esophageal membrane-coated memory stent comprises a first fixed end, a second fixed end and an outer diameter of 40-50 mm stent body, a second fixing end and an entire outer wall of the stent body coated with the controlled-release growth factor electrospun nanofiber membrane, and the first fixing end is composed of a plurality of membrane sheets with tension. The invention provides a novel method for treating esophageal injury without stenosis or obstruction. The esophageal membrane-coated memory stent can be used for esophageal injury without stenosis or obstruction and is not easy to dislocate. The electrospun nanofiber membrane loaded by the memory stent has excellent sustained release effect and good protein activity, and can remarkably promote the repair of esophageal injury.
Owner:SHANGHAI FIRST PEOPLES HOSPITAL

Safety endovascular intervention treatment puncture channel expansion device

The invention discloses a safety endovascular intervention treatment puncture channel expansion device. The safety endovascular intervention treatment puncture channel expansion device comprises rectangular frames, wherein rectangular air bags are fixedly connected to the bottoms of the rectangular frames; air boxes are fixedly connected to the opposite sides of the two rectangular frames; communicating pipes are fixedly connected to the opposite sides of the two air boxes; air pushing plates are slidably connected into the corresponding air boxes; a linkage rod is rotationally connected to the top of a deflection rod; a wind box is fixedly connected to the end, away from an air spring, of a ventilation pipe; an air blocking plate is arranged at the bottom of the ventilation pipe in a penetrating mode; an air leakage rod is arranged at the bottom of the ventilation pipe and located on the right side of the air blocking plate in a penetrating mode; a magnetic block is arranged below a force measuring rod; and a pressure rod is glidingly connected to the bottom of the magnetic block. According to the safety endovascular intervention treatment puncture channel expansion device, the air spring and the force measuring rod are used in cooperation, and therefore the effects of automatically adjusting the expansion force and preventing vascular injury during vasoconstriction are achieved.
Owner:JILIN UNIV
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