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52results about How to "Reduce design thickness" patented technology

Composite component of meridian tyre cord fabric layer and air barrier and preparation technology

The invention discloses a composite component of meridian tyre cord fabric layer and air barrier and a preparation technology. Base material rubber, an aging-proof system, a reinforcing system, a vulcanization system and a radiosensitizer are mixed at a ratio to form a mixture; the rubber mixture is mixed to smelt in an internal mixer to be prepared into a tyre body cord fabric layer component and a lining air barrier component respectively according to the production technology of the tyre body cord fabric layer and the lining air barrier component; then the tyre body cord fabric layer component and the lining air barrier component are compounded into an integral composite component on a compound machine; an electron accelcrator is used for radiating the composite component; under the condition of limited-oxygen radiation, radiation prevulcanization is carried on the composite component of the tyre cord fabric layer and the lining air barrier. The composite component of the tyre cord fabric layer and the air barrier, which is radiated by the invention, has high Green strength, stable structure size and performance, saves raw material, has small radiation dose and high production efficiency and is favourable for environment protection.
Owner:BEIJING RADIATION APPL RES CENT

Composite pipe concrete composite structure

InactiveCN102936941AIncreased yield loadImprove bearing capacityStrutsPillarsRebarDuctility
The invention relates to a composite pipe concrete composite structure which is characterized in that the structure comprises internal concrete (1), a steel pipe (2), transverse pre-stressed steel wires (3), and a fiber-reinforced plastic material (4). According to the invention, through applying pre-stress to the steel wires, the pre-stressed steel wires (3) are transversally continuously and uniformly wound on the outer wall of the steel pipe (2). The fiber-reinforced plastic material (4) is adhered to the outer surface of the transverse pre-stressed steel wires (3) on the outer layer. The internal concrete (1) is filled in the steel pipe (2). The winding pitches between the transverse pre-stressed steel wires (3) are no larger than 40mm. With the structure provided by the invention, defects of commonly known steel pipe concrete and FRP-steel composite pipe concrete structures are overcome, and advantages such as high yield load, large bearing capacity storage, good ductility, moderate failure mode, good durability, and the like are provided. Especially, the structure has stable and continuous decline stage and low cost. The structure provide by the invention is suitable to be used in piles, columns, bridge piers, and arch ribs in newly built structures, and can be used in reinforcement of mainly compressed members in existing reinforced concrete structures and steel pipe concrete structures.
Owner:NANJING FORESTRY UNIV +2

Prefabricated beamless floor composite slab based on stress and disassembly method thereof

InactiveCN110644662AReduce difficulty and errorsImprove efficiencyFloorsBuilding reinforcementsRebarFloor slab
The invention provides a prefabricated beamless floor composite slab based on stress and a disassembly method thereof. The prefabricated beamless floor composite slab comprises a prefabricated composite floor, a prefabricated column connection node and a prefabricated composite slab connection node, and the prefabricated composite floor and prefabricated column connection node comprise entering the prefabricated composite floor into a prefabricated column protection layer to keep steel bar continuous with a prefabricated column; a prefabricated column stirrup is bound, and the prefabricated composite floor connection node comprises a cast-in-situ layer and a prefabricated composite floor layer. The connection node of the prefabricated composite slab of the invention can realize the support-free formwork of the floor, and promote construction efficiency, and the overlap requirements of the steel bar at the connection node can be ensured; the continuity kept with the steel bar of the composite floor can ensure the stress in a prefabricated column concentrated stress area well; in addition, the disassembly point of the prefabricated composite slab has a small bending moment or closes to 0, the reasonable stress design disassembly can reduce the design thickness of the floor and the usage of the steel bar, so the disassembly is more convenient.
Owner:佛山建装建筑科技有限公司

Ultrathin tube shell

The invention discloses an ultrathin tube shell, comprising an upper cover, a location member, a base and a circular thick sliver sheet, wherein the upper cover comprises an external ring sheet and a disc-shaped non-oxygenic copper plate; the external ring sheet is connected to the edge of the non-oxygenic copper plate; the base comprises an annular metal sheet, a cylindrical shell, an annular edge and a bottom block; the edge is fixed at the top end of the shell; the upper surface of one end of the annular metal sheet is welded with the shell, and the other end of the annular metal sheet is sleeved and fixed at the lower part of the side wall of the bottom block; the thick sliver sheet is disposed on the bulge of the bottom block; the location member is an annular location ring; the bottom of the location ring is provided with an eave layer shaped ring projected inwardly; the outer wall of the location ring is fitted with the inner wall of the shell in an embedding manner; the inner side of the eave layer shaped ring is contacted with the upper part of the side wall of the bottom block; the outer ring sheet is welded with the edge in a sealing manner. In the invention, the part structure and assembling manner are improved on the original basis; the tube shell is compared with the traditional tube shell for packaging tube cores of the same type, the thickness is reduced about 66%, and the weight is reduced about 73%.
Owner:THE 13TH RES INST OF CHINA ELECTRONICS TECH GRP CORP

Machining method of metallurgical furnace launder

Provided is a machining method of a metallurgical furnace launder. A mode that plate blank forging and machining are combined is used for machining. The method comprises the following steps that forged plate blanks are forged and pressed into a metallurgical furnace launder semi-finished product with an arc face; and a metallurgical furnace launder component semi-finished product is subjected to finish machining to form a metallurgical furnace launder finished product. The machined metallurgical furnace launder finished product comprises a launder body. The launder is formed in the top of the launder body. A plurality of cooling water channels are arranged in the launder body. The cooling water channels are communicated with each other in an end-to-tail mode. At least one water inlet and one water outlet are formed. A forming technology is changed into the mode that forging, pressing and machining are combined, so that body materials are compact, grain refining is achieved, mechanical property is good, heat conductivity is high, composite holes are used as the cooling water channels, the cooling performance of the cooling water channels is further improved, the improvements are combined so that the thickness of the launder body can be greatly reduced, a producer can know that the launder with good performance can be obtained with low cost increased, frequent maintaining or replacing is of no need, influence on normal production can be greatly reduced, and production efficiency is greatly improved.
Owner:SHANTOU HUAXING METALLURGICAL EQUIP CO LTD

Steel-ultra-high performance concrete combined bridge deck structure with shearing resisting structure and construction method thereof

The invention discloses a steel-ultra-high performance concrete combined bridge deck structure with a shearing resisting structure and a construction method thereof. The structure comprises a steel bridge deck layer and an ultra-high performance concrete layer, wherein a shearing-resisting reinforcing mesh structure is fixedly connected with the steel bridge deck layer; and the shearing-resisting reinforcing mesh structure is embedded in the ultra-high performance concrete layer. The construction method comprises the following steps of: firstly, erecting a steel beam so as to obtain the steel bridge deck layer; secondly, constructing and welding a reinforcing mesh, wherein the reinforcing mesh can adopt the mode that a lower longitudinal rib distributed layer is combined with an upper transverse rib distributed layer, or a mode that a lower transverse spacing rib distributed layer, a longitudinal rib distributed layer and the upper transverse rib distributed layer are combined, and longitudinal reinforcing ribs and transverse reinforcing ribs can be arranged among shearing-resisting longitudinal ribs and shearing-resisting transverse ribs; subsequently casting the ultra-high performance concrete layer so as to embed the shearing-resisting reinforcing mesh structure into the ultra-high performance concrete layer; and finally paving a wearing layer so as to accomplish the construction. The steel-ultra-high performance concrete combined bridge deck structure has the advantages of being small in building height, large in partial rigid, reliable in shearing-resisting connection between combined layers, good in fatigue resistance, convenient to construct and the like.
Owner:HUNAN UNIV

Integrated brake caliper

The invention provides an integrated brake caliper, and belongs to the technical field of vehicle braking. The integrated brake caliper comprises a brake support assembly provided with a friction plate structure and a brake shell connected with the brake support assembly; and a thrust assembly, an adjusting assembly and a piston are arranged in the brake shell. According to the integrated brake caliper, a limiting convex point and a limiting groove are arranged between the thrust assembly and the brake shell, and a connecting convex point and a connecting concave point are embedded and connected between the thrust assembly and the adjusting assembly, so that the layout space is reduced, the fit clearance is small, the parking endurance abrasion is small, the durability is better; meanwhile, a ball ramp structure and a multiple thread structure are adopted, so that the ejection effect of the piston is further improved, the mechanical transmission gap is shortened, and the braking performance is improved; the brake shell is a cast aluminum piece with reinforcing ribs, so that the weight is lighter; and the surface material of a silencing piece with a friction plate structure adoptsa rubber cloth ripple silencing piece so that the friction coefficient can be increased, the piston can be prevented from rotating, the parking performance is further improved, and the market competitiveness is improved.
Owner:WANXIANG QIANCHAO SHANGHAI AUTOMOTIVE SYST

Inner heat insulation layer of front seal head of solid rocket engine and forming method of inner heat insulation layer

The invention discloses an inner heat insulation layer structure of a front seal head of a solid rocket engine and a forming method of the inner heat insulation layer structure. A multi-step structureof an inner profile surface of the inner heat insulation layer is realized. The forming method of the inner heat insulation layer comprises the step 1 of manufacturing a mold according to an inner heat insulation layer structure, the step 2 of sandblasting the inner wall surface of the front seal head, the step 3 of preparing a liquid heat insulation layer, the step 4 of pouring the liquid heat insulation layer with the set mass into the front seal head, the step 5 of assembling the mold and the front seal head to a set position to ensure the designed thickness of the heat insulation layer, the step 6 of putting the product into an oven for curing, and the step 7 of taking out the product after the curing time is met, cooling the product to normal temperature, taking out the mold, and shaping and cutting the heat insulation layer to obtain the designed heat insulation layer. The heat insulation layer is high in size control precision, good in quality consistency and simple in process,and the forming method can meet the forming requirements of inner heat insulation layers in various irregular shapes.
Owner:SHANGHAI XINLI POWER EQUIP RES INST

Cable-stayed bridge sectional cable system with prestressed cable saddle structure and fabrication and installation method thereof

The invention comprises a cable-stayed bridge sectional cable system with a prestressed cable saddle structure. The sectional cable system comprises a first-section cable, a second-section cable, a third-section cable and an arc-shaped profile steel cable saddle. The second-section cable passes through the profile steel cable saddle and is anchored on both sides of a cable tower through cable saddle cable anchor devices after being pre-tensioned. The profile steel cable saddle, the second-section cable, the cable saddle cable anchor devices and a spiral reinforcement jointly constitute the prestressed cable saddle structure. The number of the cable saddle cable anchor devices is two, and the two cable saddle cable anchor devices are arranged at both ends of the profile steel cable saddle correspondingly. Each cable saddle cable anchor device comprises an anchor base plate, an anchor plate with external threads and a clamping piece. Prestressed reinforcements of the second-section cableare anchored on the anchor plates; and the first-section cable with an anchor device at one end and the third-section cable with an anchor device at one end are correspondingly connected with both sides of the second-section cable through connecting devices. The sectional cable system can eliminate the stress amplitude in the second-section cable, reduce the fatigue damage of the cable, and fundamentally solve the problem of cable breakage caused by the insufficient fatigue strength of cable saddle cable with the small bending radius.
Owner:LIUZHOU OVM MASCH CO LTD

A large-scale liquid-cooled pipe network and its welding method

The invention discloses a large-scale liquid-cooled pipe network and a welding method thereof, belonging to the technical field of large-scale liquid-cooled pipe network welding, including a liquid-cooled shell and a stepped cover plate, and the stepped cover plate includes a welded stepped cover plate and a reinforced stepped cover The reinforced stepped cover plate includes a plurality of steps corresponding to the pipelines at various levels, and each step is integrally formed with the welded stepped cover plate. In the present invention, the cover plate is designed as a stepped cover plate, and a design model based on bearing capacity is established. On the premise of ensuring that the pressure bearing capacity of the cover plate does not decrease, the thickness of the cover plate required for welding is greatly reduced, so that the welding process can be used Smaller stirring tools greatly reduce welding heat input and welding deformation; the welding thickness of the designed stepped cover plate is greatly reduced, which causes changes in the physical space design on both sides of the weld, because the width of one side of the weld is equal to the welding thickness, so the weld The physical space on both sides of the seam is greatly reduced, which improves the integration of large liquid cooling pipe networks and reduces the weight of the system.
Owner:CHINA ELECTRONIC TECH GRP CORP NO 38 RES INST +1

A rail transit evacuation platform that can resist high wind pressure

The invention discloses the technical field of rail transit facilities, and in particular relates to a rail transit evacuation platform that can resist high wind pressure. The rail transit evacuation platform includes a support pier and a platform plate installed on the support pier. It is a concrete composite material, the platform slab includes a standard block and an adjustment block, and the standard block and the adjustment block are spliced ​​to form a platform slab, and both the standard block and the adjustment block are connected to the pier through a wind pressure resistant bolt assembly The detachable connection, the evacuation platform is made of concrete composite material, which reduces the workload of maintenance, maintenance and replacement in the later operation process, and reduces the maintenance cost. In the technology, the heavy weight of the monolithic platform slab leads to the difficulty of installation. Both the standard block and the adjustment block are detachably connected to the pier through wind-resistant bolt components, which solves the problem that cannot be solved in the prior art. Solve or only rely on increasing the thickness of the platform slab to resist high wind pressure, which will increase the load of the pier and affect the bearing performance.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

UHPC-SS (Ultra High Performance Concrete) composite pipeline and manufacturing method thereof

The invention discloses an UHPC-SS (Ultra High Performance Concrete) composite pipeline and a manufacturing method thereof. The UHPC-SS composite pipeline consists of a stainless steel tube, wherein casting the outer side of the stainless steel with an UHPC concrete layer; a reinforced steel network is arranged in the UHPC concrete layer; the UHPC concrete layer is prepared from the following rawmaterials in percentage by mass: 25 to 30 percent of cement, 5 to 15 percent of silicon powder, 3.5 to 13.5 percent of quartz powder, 30 to 50 percent of fine sand being 1.6 to 3.7mm in particle size,3 to 9 percent of steel fiber being 8mm in length and 3.4 to 9.4 percent of water; the raw materials are stirred and cast on the outer surface of a stainless steel inner tube; compaction is performedby adopting a compaction platform after casting; then, hot water maintenance is performed on the UHPC-SS composite pipeline in water of 80 DEG C for 3 days. Three connection manners are adopted for pipeline joints. The inner tube is made of stainless steel, and the outer tube is made of UHPC, so that the problems concerned with tendency to corrosion, poor frost resistance, poor durability and high manufacturing cost in the existing pipelines for transporting crude oil, natural gas and dangerous chemicals are solved.
Owner:周敉

Ultrathin magnetic suction lamp bank

The invention discloses an ultra-thin magnetic suction lamp group, which includes a lamp holder, the lamp holder is spliced ​​by several installation rails, and several lamp modules are installed on the installation rails, and the lamp module includes There is a base and a lampshade. The lampshade includes a first diffuser cover and a second diffuser cover installed in sequence. The base is provided with a light strip installed inside the first diffuser cover, and a plurality of connectors connected to the light strip. Electric contacts, the installation track is provided with a metal channel that contacts and conducts electricity with the electric contacts. The invention adopts the design of the inner and outer double-layer diffusion cover, so that the design thickness of the lamp module is greatly reduced, and there is no need for slotting to be embedded in the wall for installation, and it can also meet the requirements of the surface of the lamp module and the wall to be bonded and smooth, and the installation is simple and easy , Each lighting module can be seamlessly spliced, and at the same time, it solves the problem of light spots produced by the ultra-thin design of the lighting module, so that the lighting emits uniform and soft light, and improves the user's comfort.
Owner:JIANGMEN INTEVISION TECH CO LTD

High-pressure leak-proof hydraulic cylinder

The invention provides a high-pressure leak-proof hydraulic cylinder. The high-pressure leak-proof hydraulic cylinder comprises a piston rod provided with a piston block, a cylinder body provided witha cavity and a cylinder sleeve comprising an end cover and a sliding wall, wherein the cylinder sleeve is fixed into the cavity, and the end cover is fixed to the upper end of the cylinder body; theupper end of the inner wall of the cavity is hermetically connected to the upper end of the outer wall of the sliding wall, and a spacing is arranged between the middle and the lower part of the outerwall and the inner wall of the cavity; the piston rod penetrates through the end cover and is arranged in the cylinder sleeve and can move up and down in the cylinder sleeve, the piston block is hermetically connected to the cylinder sleeve to divide the cylinder sleeve into a working high-pressure cavity and a low-pressure backflow cavity which are isolated from each other, and the piston rod ishermetically connected to the end cover; and a first channel communicating with the working high-pressure cavity and a second channel communicating with the low-pressure backflow cavity are arrangedon the piston rod. The high-pressure leak-proof hydraulic cylinder can solve a problem of poor sealing performance of the hydraulic cylinder, which is caused by the changes in a piston gap due to highpressure.
Owner:佛山宇仁智能科技有限公司

Prestressed stainless steel tube ultra-high performance concrete composite electric pole and preparation method thereof

The invention relates to the technical field of electric poles, and discloses a prestressed stainless steel tube ultra-high performance concrete composite electric pole and preparation method thereof.The prestressed stainless steel tube ultra-high performance concrete composite electric pole comprises a stainless steel tube and an ultra-high performance concrete layer poured on the inner wall ofthe stainless steel tube, and a prestressed steel reinforcement framework is planted in the ultra-high performance concrete layer. According to the prestressed stainless steel tube ultra-high performance concrete composite electric pole and preparation method thereof, the composite hollow structure is mainly formed by centrifugal forming of the stainless steel tube and ultra-high-performance concrete, the characteristics of good mechanical property and good corrosion resistance of the stainless steel tube and the ultra-high-performance concrete are brought into full play, the overall performance of the structure is improved, and compared with a traditional composite electric pole structure, the composite electric pole structure is easy to form, high in bearing capacity, large in rigidity,good in impact resistance, good in anti-collision and anti-collapse performance, high in corrosion resistance and good in corrosion resistance to atmosphere, water, acid, alkali, salt and various solvents with general concentrations. According to the prestressed stainless steel tube ultra-high performance concrete composite electric pole and preparation method thereof, the problems that the priortraditional concrete electric pole is insufficient in bending moment and poor in frost resistance, and the steel tube pole is poor in corrosion resistance and high in manufacturing cost are solved.
Owner:惠州富盈新材料科技有限公司

Hydrogen fluoride heater

The invention relates to a hydrogen fluoride heater. The technical proposal is as follows: a sealing end of an inner cylinder is connected with a cylinder body of the inner cylinder, the cylinder body of the inner cylinder is connected with a flat cover, a fixed stiffened plate is arranged in the sealing end of the inner cylinder, a condensate outlet pipe is extended out of the inner cylinder, a steam inlet is arranged on the flat cover, and a supporting stiffened plate, a strengthening stiffened plate and a grid are arranged out of the cylinder body of the inner cylinder; the sealing end of a container is connected with the cylinder body of the container, the cylinder body of the container is connected by a flange, and the cylinder body of the container is connected with an annular plate; the sealing end is provided with a hydrofluoric acid outlet, and the cylinder body of the container is provided with a temperature measuring port, a hand hole, a liquid inlet and a hydrogen fluoride gas outlet; the inner cylinder and the container are connected with the supporting stiffened plate by the annular plate; the supporting stiffened plate is arranged in the cylinder body of the container, a packing supporting ring is arranged on the supporting stiffened plate, a packing Raschig ring is filled between the cylinder body of the container and the cylinder body of the inner cylinder on the packing supporting ring, and a distributor is arranged on the inner wall of the cylinder body of the container; the sealing end of a jacket is connected with the cylinder body of the jacket, the cylinder body of the jacket is connected with the cylinder of the container, and the steam inlet and a steam outlet are arranged on the cylinder body of the jacket. The hydrogen fluoride heater has low cost and good heat exchange effect.
Owner:沈阳东方钛业股份有限公司

Composite pipe concrete composite structure

The invention relates to a composite pipe concrete composite structure which is characterized in that the structure comprises internal concrete (1), a steel pipe (2), transverse pre-stressed steel wires (3), and a fiber-reinforced plastic material (4). According to the invention, through applying pre-stress to the steel wires, the pre-stressed steel wires (3) are transversally continuously and uniformly wound on the outer wall of the steel pipe (2). The fiber-reinforced plastic material (4) is adhered to the outer surface of the transverse pre-stressed steel wires (3) on the outer layer. The internal concrete (1) is filled in the steel pipe (2). The winding pitches between the transverse pre-stressed steel wires (3) are no larger than 40mm. With the structure provided by the invention, defects of commonly known steel pipe concrete and FRP-steel composite pipe concrete structures are overcome, and advantages such as high yield load, large bearing capacity storage, good ductility, moderate failure mode, good durability, and the like are provided. Especially, the structure has stable and continuous decline stage and low cost. The structure provide by the invention is suitable to be used in piles, columns, bridge piers, and arch ribs in newly built structures, and can be used in reinforcement of mainly compressed members in existing reinforced concrete structures and steel pipe concrete structures.
Owner:NANJING FORESTRY UNIV +2

Hydrogen fluoride heater

The invention relates to a hydrogen fluoride heater. The technical proposal is as follows: a sealing end of an inner cylinder is connected with a cylinder body of the inner cylinder, the cylinder body of the inner cylinder is connected with a flat cover, a fixed stiffened plate is arranged in the sealing end of the inner cylinder, a condensate outlet pipe is extended out of the inner cylinder, a steam inlet is arranged on the flat cover, and a supporting stiffened plate, a strengthening stiffened plate and a grid are arranged out of the cylinder body of the inner cylinder; the sealing end of a container is connected with the cylinder body of the container, the cylinder body of the container is connected by a flange, and the cylinder body of the container is connected with an annular plate; the sealing end is provided with a hydrofluoric acid outlet, and the cylinder body of the container is provided with a temperature measuring port, a hand hole, a liquid inlet and a hydrogen fluoride gas outlet; the inner cylinder and the container are connected with the supporting stiffened plate by the annular plate; the supporting stiffened plate is arranged in the cylinder body of the container, a packing supporting ring is arranged on the supporting stiffened plate, a packing Raschig ring is filled between the cylinder body of the container and the cylinder body of the inner cylinder on the packing supporting ring, and a distributor is arranged on the inner wall of the cylinder body of the container; the sealing end of a jacket is connected with the cylinder body of the jacket, the cylinder body of the jacket is connected with the cylinder of the container, and the steam inlet and a steam outlet are arranged on the cylinder body of the jacket. The hydrogen fluoride heater has low cost and good heat exchange effect.
Owner:沈阳东方钛业股份有限公司

Prestress anchor cable buttress-type parapet suitable for rock substrate

The invention discloses a prestress anchor cable buttress-type parapet suitable for a rock substrate, comprising a parapet base, a parapet panel and a buttress plate, wherein the parapet panel and the buttress plate are arranged on the parapet base; the buttress plate is arranged on the inner side of the parapet panel; an inclined duct is arranged in the buttress plate; the steel strand of the prestress anchor cable passes through a PVC (Polyvinyl Chloride) pipe in the inclined duct; an included angle between the inclined duct and a horizontal plane is 15-45 degrees; one end of the steel strand is connected with the anchor head of the prestress anchor cable on the outer side of the parapet panel; the anchor head is fixed on the outer side of the parapet panel by an anchor head mad pillar; and the other end of an anchor cable steel strand extends into a rock foundation drilling hole below the rear side of a parapet heel slab. In the prestress anchor cable buttress-type parapet, the prestress anchor cable is effectively combined with the buttress-type parapet, and the prestress anchor cable built in the buttress plate can be used for increasing the strength of the buttress plate. In addition, the parapet base, the parapet panel, the parapet plate and the rock substrate are tightly combined, and the limit skidding resistance force and topple resistance performance of the buttress-type parapet are improved.
Owner:CHINA RAILWAY DESIGN GRP CO LTD
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