24results about How to "Reduce side pressure" patented technology

The utility model provides an intra-articular fracture percutaneous elastic distraction reduction fixing device which is characterized by comprising a sleeve (1) with one end open and the other end sealed, a pressure piston (4) is arranged in the sleeve (1), and a power piston (5) and a power ball (6) which are correspondingly matched are arranged on one side of the pressure piston (4). A plugging device (7) correspondingly matched with the open end of the sleeve (1) is arranged on one side of the power ball (6), a second sleeve (4a) is arranged at the other end of the pressure piston (4), one end of the second sleeve (4a) extends out of the sleeve (1), and the second sleeve (4a) is connected with a first screw (8) correspondingly matched with the second sleeve (4a). The utility model has the advantages of simple structure, convenience in use and simplicity in operation, and can avoid complications such as ankylosis and the like while maintaining fracture reduction.

The invention discloses a landslide rock-soil body internal stress monitoring device, and relates to the technical field of rock-soil body internal stress monitoring, the landslide rock-soil body internal stress monitoring device comprises a stress monitoring instrument, the outer side of the stress monitoring instrument is fixedly connected with a monitoring sensor, and the interior of the stress monitoring instrument is slidably connected with a moving shaft; an auxiliary assembly used for reducing the damage risk of the stress monitoring instrument is arranged outside the moving shaft, a soil loosening assembly used for enabling the stress monitoring instrument to be taken out and maintained easily is arranged outside the stress monitoring instrument, and the moving shaft moves downwards to drive triangular spines to be inserted into soil downwards. The triangular spine is of a triangular structure formed by combining three spines, the stability of the stress monitoring instrument in soil can be enhanced, the stress monitoring instrument can be firmly fixed in a rock-soil body, the possibility that the stress monitoring instrument moves when rock-soil landslide occurs is reduced, the triangular spine can be in better contact with the rock-soil body after being inserted into the soil, and the stress monitoring instrument is more stable. Therefore, the internal stress of the rock-soil body can be monitored more effectively.

The invention discloses a construction method for excavating an upside-down well wall of a deep foundation pit under an eccentric compression working condition. The construction method is suitable for an asymmetric load scene that the soil covering height of one side of a vertical shaft is obviously larger than that of the other side of the vertical shaft. The method comprises the steps that firstly, grouting is conducted on the periphery of the shaft wall of a vertical shaft under the current ground, and a soil body reinforcing area is formed; then, a mouth locking ring beam is constructed at a shaft mouth of the vertical shaft, an upper structure comprising a retaining wall, a reverse pressing plate, a retaining wall ring beam and a plate support is upwards constructed on the mouth locking ring beam, and soil covering side earthwork is synchronously backfilled to the level ground elevation in the construction process; next, an upside-down well wall method is adopted for subsection downward excavation, an annular arch frame, angle braces and anchor rod supports are constructed after each section is excavated, and an upper ring beam and a lower ring beam are arranged at the horsehead position and connected with the adjacent arch frames through vertical supports; and finally, concrete bottom sealing is conducted on the shaft completion face. The anti-overturning moment is formed through the reverse pressing plate and synchronous backfilling, and the problem of well wall instability caused by eccentric loads is effectively solved in combination with a multi-stage supporting system.

The utility model discloses a moisture-proof vibration-damping airport cable with unshielded control lines, which comprises an inner-layer cable core body formed by twisting seven power cable cores together, a cross-linked fluororubber longitudinal hole insulator, a copper net braided armor layer and a PUR outer sheath are sequentially wrapped outside the inner-layer cable core body, six longitudinal holes are uniformly distributed in the circumferential direction of the cross-linked fluororubber longitudinal hole insulator, and the outer sheath is wrapped outside the copper net braided armor layer and the PUR outer sheath. Each longitudinal hole is internally provided with three or four control wire cores and filled with polypropylene moisture absorption core materials, each power wire core comprises an inner conductor, an alignment type wholly aromatic copolyamide stretched fiber woven separation net, a nylon resin moisture-proof dielectric layer and a thermoplastic polyester insulating layer, and the outer diameter of the PUR outer sheath is 44-48 mm. The airport cable is balanced and stable in cable core structure, high in mechanical strength, better in vibration reduction performance, excellent in moisture-proof and water-blocking characteristics, suitable for laying and installation in a complex underground environment, and better in durability and applicability.

The utility model discloses a multi-degree-of-freedom welding auxiliary teaching device, which comprises the following structures: a base, a stand column arranged on the base, a lifting lead screw arranged on the stand column, and a lifting motor connected with the lifting lead screw; a nut cylinder is arranged in the lifting sleeve, and the interior of the nut cylinder is connected with a lifting lead screw through a lead screw nut; the rotary sleeve is arranged outside the lifting sleeve in a sleeving manner and is connected with the lifting sleeve through a rotary connecting structure; one end of the cross arm is rotatably connected with the rotary sleeve through a connecting seat, and the chuck is centered; the device can lift, horizontally rotate and vertically rotate, a workpiece is positioned through the centering chuck, the spatial position of the workpiece can be adjusted in a multi-degree-of-freedom manner, various welding operations such as flat welding, vertical welding, overhead welding, angle welding, horizontal welding and pipe seam welding are met for teaching demonstration and training practical operation practice, the practical training work efficiency is higher, and the practical training effect is better. And the operation safety is higher.

The utility model discloses an anti-twisting loosening type anti-interference audio cable which comprises two insulating wire cores and two nylon fiber filling cores which are symmetrically arranged in a cross shape and are jointly twisted to form a cable core, and the cable core is sequentially coated with a PTFE semi-directional belt wrapping antifriction layer, an aluminum foil shielding layer and an irradiation crosslinking high-density polyethylene outer sheath layer. A tinned oxygen-free copper bar streamline is arranged between the antifriction layer and the shielding layer, the insulating wire core comprises a tinned oxygen-free copper conductor and an irradiation crosslinking low-density polyethylene insulating layer, the insulating wire core is back-twisted and twisted, the twisting pitch is 8-15 times of the outer diameter, the twisting direction of the insulating wire core is opposite to the twisting direction of the cable core, the sectional area of the insulating wire core is 0.2 mm2 to 1.5 mm2, and the outer diameter of the outer sheath layer does not exceed 9mm. According to the cable, the cable core structure is balanced, the double cores are twisted tightly and are not easy to loosen, the influence of interference generated between the double-core wire pairs is reduced, the external electromagnetic wave interference resistance is enhanced, and the stable signal transmission characteristic is ensured.

The present invention relates to the technical field of three-dimensional parking garages, and specifically to a wire rope traction three-dimensional parking garage lifting system; it solves the technical problems that the chain and sprocket are easily separated during high-speed transmission in the existing super-high-rise three-dimensional parking garage lifting system, and the noise is large during high-speed operation, and the transmission stability is poor. The technical solution of the present invention is: a wire rope traction three-dimensional parking garage lifting system, including a frame, a power transmission system, and two combined wheel trains; the power transmission system includes a reduction motor and a main shaft connected at both ends thereof; the combined wheel train includes a traction wheel, a first support pulley, a second support pulley, a third support pulley, a guide wheel train, a first wire rope, and a second wire rope; one end of the first wire rope is connected to the elevator, and the other end is connected to the counterweight mechanism after passing through the second support pulley, the traction wheel, the first support pulley, and the first guide wheel train; the second wire rope is connected in the same way as the first wire rope.

The present application relates to the technical field of thin-walled part forging, and particularly provides a thin-walled part bending forging process, which comprises the following steps: heating a bar to a preset temperature to obtain a blank; forging the blank into a flat blank; forging the flat blank into a bowl-shaped structure in a first die to obtain a thin-walled bowl-shaped part; bending the thin-walled bowl-shaped part to form a thin-walled rough part; and forging the thin-walled rough part in a second die to obtain a target thin-walled part. The thin-walled part bending forging process can make the flat blank extend in the opposite direction of the movement direction of the movable die of the first die during the forging process, so that the flat blank is more likely to fill the first die, which is beneficial to improving the integrity and uniformity of the forged part, effectively reducing the forming difficulty of the vertical thin-walled part, and reducing the lateral pressure and Y-direction pressure borne by the die, so that stress concentration is not easily formed, and the service life of the die is significantly improved.

The present application relates to the field of anti-seepage dam construction, and discloses a dam body structure of a soil-rock cofferdam back slope type anti-seepage dam and a construction method thereof, which comprises a foundation, a dam body is arranged on the upper side of the foundation, a drainage cavity is formed in the dam body, an installation plate is fixedly connected to the inner wall of the drainage cavity, a plurality of drainage cylinders are rotatably connected to the installation plate, a driving mechanism matched with the drainage cylinders is arranged in the drainage cavity, a connecting pipe is arranged on the inner wall of the drainage cavity, a plurality of rotary joints are arranged on the connecting pipe, the drainage cylinders are rotatably connected to the inner wall of the rotary joints, and drainage pipes are fixedly connected to the two ends of the connecting pipe, and flow valves are arranged on the drainage pipes. In the present application, the driving mechanism is arranged to drive the drainage cylinders to rotate and drain water, and the adjustable flow valves can actively and quickly drain the water accumulated around the dam body, effectively reduce the water pressure around the dam body, reduce the lateral pressure borne by the dam body, and improve the stability of the dam body.

The utility model relates to the technical field of building construction, in particular to a stable building construction formwork support which comprises a supporting rod, a stabilizing mechanism is fixedly connected to the middle of the outer surface of the supporting rod, a bottom plate is fixedly connected to the lower end of the supporting rod, and a rotary knob is connected to the front-middle-upper portion of the outer surface of the supporting rod in a penetrating and threaded mode. According to the stable building construction formwork support, when mass concrete is poured, the generated weight can be dispersed to a larger ground area through the stabilizer bar, overload of a certain part of the formwork support caused by concentrated stress is avoided, the risk of collapse of the formwork support is reduced, and the formwork support is not prone to falling off when encountering lateral force such as strong wind and earthquakes. The overall stability of the formwork support can be enhanced through the load dispersing effect of the stabilizer bar, lateral force is dispersed and transmitted to the ground through the stabilizer bar, the lateral pressure borne by the supporting bar is reduced, the formwork support is prevented from inclining or turning over due to the fact that the lateral force is too large, and therefore the possibility of safety accidents is reduced.

The invention provides a construction method of a fair-faced ultra-high-performance precast concrete wall. The construction method specifically comprises the following steps that a square concrete pouring mold with an upward opening is formed by one face mold plate and four side mold plates of a pouring mold of the prefabricated concrete wall, and a reinforcement cage is placed to pour UHPC concrete till the thickness of the UHPC concrete reaches 20%-80% of the design thickness of the prefabricated concrete wall; after pouring is completed, curing forming is conducted, the four side formworks are disassembled, the other side formwork and the four side formworks are reassembled to form a new upper opening type mold, UHPC concrete of the same formula is poured till the thickness of the UHPC concrete is 80%-20% of the design thickness of the prefabricated concrete wall, the formed first half concrete wall and the bottom mold are turned by 180 degrees, and the bottom mold is turned by 180 degrees; and the exposed reinforcement cage is vertically and downwards inserted into the new concrete pouring mold and is integrally formed and maintained with the newly poured concrete, and finally supplementary pouring is conducted on the center joint. By means of the innovative technology combining multi-time pouring and overturning, the problems of internal bubbles, surface defects and steel bar positioning of the UHPC wall are effectively solved.

The utility model discloses an anti-bending nine-core non-grounding multi-pair shielding cable, which comprises a polyurethane elastomer core tube, the outer surface of the polyurethane elastomer core tube is coated with a PTFE semi-directional belt wrapping antifriction layer, an AFRP reinforced core material is sleeved in the polyurethane elastomer core tube, nine single-pair shielding wires are twisted around the outside of the polyurethane elastomer core tube to form a cable core, and the outer surface of the cable core is coated with a PTFE semi-directional belt wrapping antifriction layer. A ferrite film longitudinal wrapping layer and a PVC extruded outer sheath are sequentially wrapped outside the cable core, each pair of shielding wires comprises two insulating wire cores and two filling core strips which are twisted together to form a wire core body, and a copper-plastic composite wrapping sub-shielding layer is wrapped outside the wire core body. The cable is better in flexibility and bending resistance, the sub-shielding layers of each single pair of shielding wires do not need to be grounded, the shielding performance is stable, the laying installation process difficulty and the operation cost are reduced, and the line installation flexibility is better.

The utility model discloses a non-grounding type single-conductor heating cable. An XLPE insulating layer, a copper-plastic composite wrapping shielding layer, a polyester fiber plain weaving cloth longitudinal wrapping inner cushion layer, a gear-shaped aluminum alloy sheath, an irradiation crosslinking high-density polyethylene inner sheath layer, an AFRP reinforced weaving tensile layer and an irradiation crosslinking high-density polyethylene outer sheath layer are sequentially wrapped outside the copper-nickel alloy single-conduction heating wire. The copper-plastic composite wrapping shielding layer is of a copper-plastic composite belt spiral covering wrapping structure, a copper-plastic composite belt is formed by compounding a polyimide film bottom layer, copper foil and a polyimide film surface layer, and a plurality of gaps with the width ranging from 20 micrometers to 30 micrometers are formed in the surface of the copper foil at equal intervals in the length direction. And an included angle of not more than 120 degrees is formed between the length direction of the gap and the length direction of the copper foil. The cable is better in flexibility and bending resistance, the shielding layer does not need to be grounded, the laying and mounting process difficulty and the mounting operation cost are reduced, and the line maintenance and mounting flexibility is better.

The utility model relates to the technical field of sponge city facilities, in particular to a bioretention pond. The biological detention pond comprises a box body, the box body is a rectangular groove body, the rectangular groove body is defined by a reinforced concrete bottom plate, a pair of oppositely-arranged long groove walls and a pair of oppositely-arranged short groove walls, the long groove walls are reinforced concrete retaining walls, and the short groove walls are permeable geotextile. A gravel layer, ecological porous fiber cotton and a covering layer are sequentially arranged in the rectangular groove body from bottom to top, plants are planted in the covering layer, a rainwater pipe is pre-buried at the bottom of the reinforced concrete retaining wall, an overflow well is arranged in the middle of the box body, and a rainwater opening of the overflow well is communicated with the rainwater pipe through a pipeline. A through hole for a construction pipeline to penetrate through is formed in the bottom end, close to the reinforced concrete bottom plate, of the permeable geotextile. The whole construction cost is low, and pipeline construction is facilitated.

The utility model discloses a coal mine total shielding combination cable with a stable structure, which comprises coaxial video wire cores, telephone wire cores and signal wire cores which are arranged at intervals and are wrapped in a polyvinyl chloride wrapping layer together, and the polyvinyl chloride wrapping layer forms Y-shaped connecting ribs on interval sections among the coaxial video wire cores, the telephone wire cores and the signal wire cores. A polyester fiber plain woven fabric wrapping layer, an aluminum-plastic composite belt wrapping total shielding layer, a polyvinyl chloride inner sheath layer, a steel wire armor layer and a polyvinyl chloride outer sheath layer are sequentially wrapped outside the polyvinyl chloride wrapping layer, and a polyester staple fiber core strip is filled between the polyvinyl chloride wrapping layer and the polyester fiber plain woven fabric wrapping layer. The cable core structure of the combination cable is good in stability and high in mechanical strength, signal interference is not prone to occurring among the wire cores, signal transmission is more stable, and durability is better.

The utility model discloses an airport cable capable of inhibiting wire breakage and provided with shielding control wires, which comprises seven power wire cores, six control wire cores and a para-position type wholly aromatic copolyamide stretched fiber filling core material which are jointly twisted to form a cable core, and the cable core is sequentially coated with a PTFE (Polytetrafluoroethylene) semi-directional belt wrapping antifriction layer and a PUR (Polyurethane) outer sheath, the control wire core comprises a wire core body formed by twisting three insulated wires, the wire core body is coated with a metal wire mixed-weaving sub-shielding layer, the metal wire mixed-weaving sub-shielding layer is formed by reversely and spirally winding and weaving an inner-layer aluminum-magnesium wire and an outer-layer tinned copper wire, the wire diameter of the tinned copper wire is larger than that of the aluminum-magnesium wire, the outer diameter of the control wire core is 2mm to 2.4 mm, and the outer diameter of the PUR outer sheath is 37mm to 45mm. According to the cable, the cable core structure is round and balanced, the bending resistance is better, the optimized shielding layer structure is beneficial to inhibiting wire breakage, the stable shielding performance is ensured, and the durability is better.

The invention relates to the technical field of supporting structures, in particular to an SMW construction method pile supporting structure based on a deep foundation pit in a soft soil area and a construction method thereof.The SMW construction method pile supporting structure comprises an equipment body and is characterized in that a starting machine is arranged on the outer side of the equipment body, a pile column is arranged at the bottom of the starting machine, and a limiting stopper is fixedly connected to the outer side of the bottom of the equipment body; a mounting bolt is arranged on the outer side of the equipment main body, a supporting range adjusting mechanism is arranged on the outer side of a limiting stopper, the supporting range adjusting mechanism comprises a stabilizing plate, a connecting plate is fixedly connected to the top of the stabilizing plate, and a motor is fixedly connected to the outer side of the connecting plate. The supporting requirements of different foundation pit excavation depths and boundaries can be accurately met through the supporting range adjusting mechanism capable of being flexibly adjusted, soil body side pressure caused by soft soil thixotropy and rheology is effectively buffered in cooperation with the damping assembly, and the defect that soft soil is low in shear strength is overcome through a multiple supporting system.

The utility model relates to a concrete formwork supporting structure which comprises a plurality of check blocks used for separating a concrete pavement from a vertical shaft. The multiple stop blocks are arranged around the vertical shaft, and the adjacent stop blocks abut against each other. The side, away from the vertical shaft, of the check block is an abutting face, and the abutting face abuts against the concrete pavement. According to the application, a circle of check blocks are arranged on the periphery of the vertical shaft, so that the check blocks are utilized to resist lateral pressure of concrete in the concrete pavement towards the vertical shaft; therefore, the effects of lateral pressure, shearing force and the like on the vertical shaft structure are reduced; when a concrete pavement is laid, the situation that the vertical shaft is damaged is reduced.

The utility model discloses a light vibration damping type bending-resistant garbage crane reel cable, which comprises four power wire cores and two star-quad control wire cores, wherein the power wire cores and the two star-quad control wire cores are arranged around a TPU elastomer inner-layer vibration damping core tube and are jointly twisted with a TPU elastomer outer-layer vibration damping core tube to form a cable core; each power wire core comprises a power conductor, a semi-conductive nylon wrapping layer and a polyvinyl chloride insulating layer, each control wire core comprises four insulating wire cores and a plurality of polyester staple fiber filling cores which are twisted together to form a wire core body, and the wire core body is coated with a semi-conductive PET resin wrapping layer. An ETFE resin wrapping antifriction layer, a polyether polyurethane inner sheath layer, a Kevlar fiber braid layer and a polyether polyurethane outer sheath layer are sequentially wrapped outside the cable core. The cable is based on a copper-clad aluminum wire conductor structure and prepared in a light weight mode, the cable core structure is round and balanced, the bending resistance is better, the overall mechanical strength of the cable is high, vibration can be relieved, loads borne by all the wire cores are reduced, and durability is better.

The utility model discloses a chain conveyor protective fence structure relates to the technical field of protective equipment for conveyor, including setting in the both sides of conveyor belt two main guard board, the top of main guard board is equipped with the locating groove, the top of main guard board is provided with the water guide plate, and the water guide plate is the arc plate of higher both ends of higher middle part, and the both ends fixed connection block of water guide plate's bottom, the bottom of connection block is fixed with the locating block of being inserted in the locating groove, and the both ends of water guide plate extend to two main guard board side; The both ends fixed two riser plates of water guide plate top, and the top of riser plate is fixed with sunshade, and the sunshade is the arc plate of higher both ends of lower middle part, and the sunshade's middle part is equipped with the downspout of going through, and the one end of riser plate near water guide plate is equipped with the water outlet groove; Be provided with the lifting plate for increasing the height of water guide plate, build the rain -proof drainage system, and the height of protective fence can be adjusted according to the height of actual transmission material.

This invention discloses a controllable negative pressure grouting test device, comprising a grouting model assembly, which includes a grouting bucket, a fixing unit, a first limiting unit, and a sealing unit; a filtering unit located at the lower part of the inner cavity of the grouting bucket; a second limiting unit located at the upper part of the inner cavity of the grouting bucket to limit the height of the sample inside the grouting bucket and prevent the sample from floating; a fastening unit located on the outer circumference of the grouting bucket to provide circumferential constraint; a negative pressure component connected to the upper end of the grouting model assembly to generate negative pressure and expel air from the grouting model assembly; and a grout delivery component connected to the lower end of the grouting model assembly to allow grout to flow into the grouting bucket when the negative pressure component generates negative pressure. This invention features a simple device, easy operation, strong anti-interference capability, and can effectively improve work efficiency and ensure the accuracy of the test.

The utility model discloses an extrusion-resistant elastic recovery type airport cable which comprises an inner conductor, a cross-linked fluororubber longitudinal hole insulator, an alignment type wholly aromatic copolyamide stretched fiber plain woven net and a polyurethane outer sheath are sequentially coated outside the inner conductor, six longitudinal holes are uniformly distributed in the circumferential direction of the cross-linked fluororubber longitudinal hole insulator, and the cross-linked fluororubber longitudinal hole insulator is provided with a cross-linked fluororubber longitudinal hole insulator and an alignment type wholly aromatic copolyamide stretched fiber plain woven net. The neutral conductor and the control wire core are separately arranged in different longitudinal holes; and the control wire core comprises a control wire core conductor and an XLPE insulating layer. The cable core is balanced and stable in structure, high in mechanical strength, better in extrusion resistance and high in elastic recovery capability, is beneficial to inhibiting wire and core breakage, ensures the stability of electrical characteristics, and is durable in use.

The utility model discloses a single steel wire rope bearing type anti-breaking electric hoist cable, which comprises multi-core control wire cores and steel wire bearing stranded wires, wherein the multi-core control wire cores and the steel wire bearing stranded wires are arranged at intervals and are jointly coated in a polyurethane elastomer outer sheath; the multi-core control wire core comprises four twisted-pair wire cores which are jointly twisted around a nylon fiber rope to form an inner-layer wire core body, the outer portion of the inner-layer wire core body is sequentially coated with a polyurethane elastomer inner sheath and a Kevlar woven mesh, four longitudinal holes are evenly formed in the polyurethane elastomer inner sheath in the circumferential direction, and each longitudinal hole is internally provided with four insulating wires and filled with a nylon fiber core material. Each twisted-pair wire core comprises a twisted-pair wire core body formed by twisting two insulated wires, and the twisted-pair wire core body is sequentially coated with a metal wire mixed-weaving sub-shielding layer and a semi-conductive nylon tape wrapping layer. According to the electric hoist cable, the single steel wire rope is used for bearing, the cable core structure is balanced and stable, the vibration reduction performance is better, core channeling is avoided, the shielding layer structure of the twisted control wire cores is optimized, wire breakage is not prone to occurring, and the durability is better.

The invention discloses a waste heat recovery heat exchanger and a small gas turbine. Comprises: a housing arranged in an annular shape; the multiple heat exchange pipes extend in the axis direction of the shell, and the multiple heat exchange pipes are tightly arranged in the shell; a first channel used for flowing of a low-temperature medium is formed in the heat exchange pipe, an opening of the first channel is formed in the end face of the shell, a second channel used for flowing of a high-temperature medium is formed outside the heat exchange pipe, and an opening of the second channel is formed in the side face of the shell. And the low-temperature medium and the high-temperature medium exchange heat through the pipe wall of the heat exchange pipe. The compact degree and the heat exchange efficiency of the heat exchanger can be improved, and the flow resistance can be reduced.