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41results about How to "Convenient welding construction" patented technology

Broadside subsection integrated construction method

InactiveCN108177730AControl positioning welding accuracyAvoid wastingVessel partsEngineeringIntermediate product
The invention discloses a broadside subsection integrated construction method, and belongs to the technical field of ship construction. The broadside subsection integrated construction method comprises the following steps that 1, a planking bulwark middle assembly is constructed by taking a planking as a base face; 2, a hatch coaming middle assembly is constructed by taking a midship longitudinalwall as a base face; 3, a deck small assembly is constructed by taking the upper surface of a deck as a base face; 4, taking a longitudinal wall splicing plate as a base face, a rib plate part is mounted on an inner longitudinal wall splicing plate to form an inner longitudinal wall small assembly; 5, the deck small assembly is overturned by 90 degrees to be folded with the inner longitudinal wallsmall assembly so as to form a deck middle assembly; 6, the planking is overturned by 180 degrees and then hoisted to the top of the deck middle assembly to be folded, and the hatch coaming middle assembly is transversally moved and folded to the side face of the deck middle assembly, so that a broadside subsection is formed; and 7, the broadside subsection is overturned by 180 degrees, and welding is completed. A planking bulwark and a hatch coaming are integrally constructed, the integrity of the ship section intermediate product is expanded, the precision of ship construction is improved,and the efficiency of ship construction is improved.
Owner:HUDONG ZHONGHUA SHIPBUILDINGGROUP

Assembled reinforced concrete beam-slab structural system with cast-in-situ layer in building structure

The invention discloses an assembled reinforced concrete beam-slab structural system with a cast-in-situ layer in a building structure. The assembled reinforced concrete beam-slab structural system comprises a superposed beam, a superposed slab, reinforcing mesh pieces, the cast-in-situ concrete superposed layer and beam negative reinforcements, wherein the superposed beam is a reinforced concrete precast beam; outwardly projecting tongue-and-grooves are formed in two sides of the upper part of the superposed beam; the superposed slab is horizontally arranged and is a reinforced concrete precast slab; cover-plate-type tongue-and-grooves are formed at the positions, corresponding to the outwardly projecting tongue-and-grooves, on two sides of the superposed slab, and overlapped on the outwardly projecting tongue-and-grooves; the reinforcing mesh pieces and the beam negative reinforcements are horizontally arranged above the superposed beam and the superposed slab; the reinforcing mesh pieces are bundled up with corresponding reinforcements in the superposed beam and the superposed slab; the beam negative reinforcements are bundled up with corresponding reinforcements in the superposed beam; after arrangement of the reinforcing mesh pieces and the beam negative reinforcements, concrete is poured to form the cast-in-situ concrete superposed layer. The assembled reinforced concrete beam-slab structural system has favorable integrity and mechanical property, and the integrity and the anti-seismic property can be improved.
Owner:广东省建科建筑设计院有限公司

Multi-degree-of-freedom clamping device for mechanical welding

The invention discloses a multi-degree-of-freedom clamping device for mechanical welding. The clamping device comprises a clamping device body, wherein the clamping device body comprises two sets of clamping plate sets which are oppositely arranged, and rotating tables are nested on the outer sides of the clamping plates; and moving frames are arranged on the outer sides of the rotating tables ina sleeving mode, moving blocks are fixedly connected to the lower ends of the moving frames, and rotating seats are nested in the moving blocks. According to the multi-degree-of-freedom clamping device for the mechanical welding, the moving frames, the moving blocks and screw rods are arranged, so that the distance between two sets of clamping plates can be changed conveniently to be suitable forfixation before welding of workpieces with different sizes and specifications; according to the clamping device, rotating seats, supporting shafts, first worm gears and first worms are arranged, so that the overall orientation of a workpieces can be conveniently adjusted, and welding points can be conveniently found; the rotating tables, horizontal shafts, second worm gears and second worms are arranged, so that the workpiece can be conveniently overturned in situ to find appropriate welding construction angle welding construction is facilitated, and the construction quality is improved; and the clamping device is simple in structure, stable in clamping and large in adjustment degree of freedom.
Owner:凌军

Restoring method of eccentric bushing and eccentric bushing

ActiveCN103418887AExtended service lifeImprove the mutual bonding strengthArc welding apparatusGrain treatmentsBronzeBond strength
The invention relates to a restoring method of an eccentric bushing, which comprises a cast steel matrix on which Babbitt alloy composite layers are poured and comprises the following steps of A, preparing, cleaning and washing a to-be-restored eccentric bushing and manufacturing a restoring tool; B, removing the original Babbitt alloy composite layers; C, performing flaw detection on the cast steel matrix subjected to the treatment in the step B; D, protecting a non-welding position; E, blocking slots and holes on the cast steel matrix by welding; F, overlaying the cast steel matrix by aluminum bronze to prepare a semi-finished product of the eccentric bushing; and G, machining. The method has the beneficial effects that the operation is simple, and field operation is facilitated; the restoring period is short, and the cost is low; the restored eccentric bushing is good in bonding strength; local or overall repeated restoration utilization is realized. The invention also discloses the eccentric bushing, which comprises the cylindrical cast steel matrix, and the inner wall and the outer wall of the cast steel matrix are overlaid with the Babbitt alloy composite layer respectively. The eccentric bushing has the benefit that the service life is prolonged by more than one time that of the original product.
Owner:烟台开发区蓝鲸金属修复有限公司

Orifice flood discharge structure in concrete dam

PendingCN111809572AConsistent thicknessGood for vibrating and compactingDamsBarrages/weirsFillet weldStress concentration
The invention relates to the technical field of concrete dams, in particular to an orifice flood discharge structure in a concrete dam. The structure comprises an orifice steel liner arranged along awater flow direction, wherein a concrete structure is poured around the orifice steel liner, the orifice steel liner comprises a plurality of steel liner sections which are sequentially connected andarranged, and the steel liner sections each comprise a top plate, a left side plate, a bottom plate, a right side plate, a first connecting folded plate, a second connecting folded plate, a third connecting folded plate and a fourth connecting folded plate. Welding seams formed by welding of the components are butt welding seams, the butt welding seams are more convenient for groove cutting and welding construction compared with fillet welding seams formed by welding in the prior art, the thickness of the periphery of the butt welding seams is consistent, the welding quality and reliability are improved, a detection operation surface is a plane, and the detection of the welding quality is also convenient. Moreover, the four corner edges of the steel liner sections are not right angles, sothat the problem of stress concentration at the four right-angle corner edges is avoided, the concrete structure is more favorable for vibrating and compacting, and the construction quality is improved.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE

Laser and photoelectric arc compound welding welding torch

The invention provides a laser and photoelectric arc compound welding welding torch which comprises a welding torch body. The welding torch body is provided with an input end, an output end and a hollow inner cavity located between the input end and the output end. The welding torch body is provided with a center axis having a laser beam penetrating direction. The input end is provided with an incident ray lens used for focusing laser beams. The output end comprises an insulation lining, a compression nozzle, a protection nozzle and first non-melting electrodes. The insulation lining surroundsthe lower end of the hollow inner cavity. The compression nozzle is located at the output end of the insulation lining. The first non-melting electrodes are inlaid in the insulation lining and are arranged with the central axis with an oblique angle, the bottom ends of the first non-melting electrodes are located above a through hole of the compression nozzle, the distance between the bottom endsof the first non-melting electrodes and the upper surface of the through hole of the compression nozzle is h, and the distance between the bottom ends of the first non-melting electrodes is d; and the radius at of the laser beam passing through the position of the through hole of the compression nozzle is r1, and the radius of the through hole is larger than r1.
Owner:CHENGDU LASER HYBRID TECH CO LTD

Welding method for marine low-temperature steel

The invention relates to a welding method for marine low-temperature steel. The welding method comprises the following steps of: step 1, manufacturing two welding base materials made of the marine low-temperature steel, wherein a joint is in a butt welding form, and a groove is a V-shaped groove with an angle of 40-50 degrees; step 2, removing oil stains, rust and pollutants on the surface of the V-shaped groove and in a range, which is at least 20mm away from the edge of the V-shaped groove, of the upper surface and the lower surface of the welding base materials, and polishing to expose metal luster; step 3, fixing a horse plate at the lower end of the V-shaped groove, and arranging an end tab at each of the two ends of the V-shaped groove; step 4, adopting multi-layer and multi-pass welding, wherein the thickness of each layer of welding pass is 3-5mm, and the width of single-pass welding does not exceed 25mm; step 5, adopting a carbon dioxide gas shielded welding method, setting welding parameters, then welding by using the welding base materials, wherein the interlayer temperature difference is smaller than 150 DEG C, and the single-pass welding is not stopped in the midway; step 6, checking the surface quality of a welding seam, wherein the surface of the welding seam cannot have welding defects; and step 7, carrying out internal quality flaw detection on the welding seam 48 hours after the welding is ended.
Owner:PAXOCEAN ENG ZHOUSHAN CO LTD

Prefabricated reinforced concrete beam-slab structure system with cast-in-place floors in building structures

The invention discloses an assembled reinforced concrete beam-slab structural system with a cast-in-situ layer in a building structure. The assembled reinforced concrete beam-slab structural system comprises a superposed beam, a superposed slab, reinforcing mesh pieces, the cast-in-situ concrete superposed layer and beam negative reinforcements, wherein the superposed beam is a reinforced concrete precast beam; outwardly projecting tongue-and-grooves are formed in two sides of the upper part of the superposed beam; the superposed slab is horizontally arranged and is a reinforced concrete precast slab; cover-plate-type tongue-and-grooves are formed at the positions, corresponding to the outwardly projecting tongue-and-grooves, on two sides of the superposed slab, and overlapped on the outwardly projecting tongue-and-grooves; the reinforcing mesh pieces and the beam negative reinforcements are horizontally arranged above the superposed beam and the superposed slab; the reinforcing mesh pieces are bundled up with corresponding reinforcements in the superposed beam and the superposed slab; the beam negative reinforcements are bundled up with corresponding reinforcements in the superposed beam; after arrangement of the reinforcing mesh pieces and the beam negative reinforcements, concrete is poured to form the cast-in-situ concrete superposed layer. The assembled reinforced concrete beam-slab structural system has favorable integrity and mechanical property, and the integrity and the anti-seismic property can be improved.
Owner:广东省建科建筑设计院有限公司

Upper-lower double-layer cellular composite folded web box girder

The invention discloses an upper-lower double-layer cellular composite folded web box girder and relates to the technical field of bridge engineering. The upper-lower double-layer cellular composite folded web box girder includes a pier, a center beam, a box beam roof, a bottom plate of box girder, folded steel webs and horizontal braces. The center beam is fixedly arrange at that top of the pier,the top of the center beam is fixedly supported in the middle of the top plate of the box girder, two box girder bottom plates are symmetrically arranged on both sides of one end of the center beam near the pier, and the bottom plate of the box girder inclines and extends to the top plate of the box girder. One end of each box girder bottom plate is fixedly connected with two opposite folded steel webs, the other end of the folded steel webs is fixedly connected with the top plate of the box girder, one side of the folded steel webs is fixedly connected with the center beam, and two ends of the horizontal braces in transverse direction are fixedly connected with two folded steel webs on both sides of the horizontal braces respectively. The upper-lower double-layer cellular composite folded web box girder can better solve the problem of buckling stability of the long-span folded steel web, improve the span of the combined folded web box girder bridge, and enable the combined folded webbox girder bridge to give full play to its advantages.
Owner:SHENZHEN MUNICIPAL DESIGN & RES INST

Preparation method of rear axle housing of heavy-duty car

A preparation method of a rear axle housing of a heavy-duty car comprises the following steps: 1) blanking a steel plate; 2) performing cold and hot press molding to obtain an upper half shell and a lower half shell; 3) milling the joint surface of the upper half shell and the lower half shell; 4) arranging an oil drain hole at the bottom of the lower half shell corresponding to a bulge; 5) closing the upper half shell and the lower half shell, and performing spot welding at intervals along the length direction of a joint seam; (6) positioning a rear axle housing blank, using a milling machinefor machining welding grooves along the joint seam between the upper half shell and the lower half shell, and the cross sections of the welding grooves are V-shaped; (7) carrying out straight joint seam welding along the welding grooves, and obtaining a rear axle housing crude product; (8) calibrating the two ends of the rear axle housing crude product to be round, and forming stepping holes in inner holes at the two ends the rear axle housing crude product respectively; (9) carrying out machining, and setting accessories; and (10) obtaining the rear axle housing of the heavy-duty car after polishing and cleaning. The preparation method is simple in process, high in production efficiency, capable of effectively reducing the machining cost of the product and guaranteeing the quality of theproduct.
Owner:重庆康桥工业有限公司

High-strength anti-fatigue modular bridge expansion device and construction method

The invention discloses a high-strength anti-fatigue modular bridge expansion device and a construction method. The high-strength anti-fatigue modular bridge expansion device comprises a roadway displacement box; boundary beams are correspondingly arranged on the two sides of the roadway displacement box; a plurality of anchor plate welding pieces are uniformly distributed on the external side walls of the boundary beams; one or multiple center sills are arranged between the two boundary beams; cross beams perpendicular to the center sills horizontally penetrate into the roadway displacement box; the high-strength anti-fatigue modular bridge expansion device is characterized in that upper expanded special supporting cushion blocks are welded and connected between the center sills and the cross beams; at least one center sill supporting rib plate is fixedly arranged on the two sides, in the length directions of the center sills, of the upper expanded special supporting cushion blocks; the top edges of the center sill supporting rib plates are welded to the center sills; and the side edges of the center sill supporting rib plates are welded and connected to the cross beams. In the construction process, the upper surfaces of the upper expanded special supporting cushion blocks are connected with the center sills in a full-length welding manner. The high-strength anti-fatigue modular bridge expansion device has the advantage that strength and anti-fatigue requirements of national regulations on the bridge expansion device can be satisfied through calculation.
Owner:NINGBO UNIV

A kind of preparation method of heavy-duty automobile rear axle housing

A preparation method of a rear axle housing of a heavy-duty car comprises the following steps: 1) blanking a steel plate; 2) performing cold and hot press molding to obtain an upper half shell and a lower half shell; 3) milling the joint surface of the upper half shell and the lower half shell; 4) arranging an oil drain hole at the bottom of the lower half shell corresponding to a bulge; 5) closing the upper half shell and the lower half shell, and performing spot welding at intervals along the length direction of a joint seam; (6) positioning a rear axle housing blank, using a milling machinefor machining welding grooves along the joint seam between the upper half shell and the lower half shell, and the cross sections of the welding grooves are V-shaped; (7) carrying out straight joint seam welding along the welding grooves, and obtaining a rear axle housing crude product; (8) calibrating the two ends of the rear axle housing crude product to be round, and forming stepping holes in inner holes at the two ends the rear axle housing crude product respectively; (9) carrying out machining, and setting accessories; and (10) obtaining the rear axle housing of the heavy-duty car after polishing and cleaning. The preparation method is simple in process, high in production efficiency, capable of effectively reducing the machining cost of the product and guaranteeing the quality of theproduct.
Owner:重庆康桥工业有限公司

A kind of anti-piercing pipe pressing mold

The invention discloses a compacting tool set for a penetration-proof tube. The compact tool set comprises a male die body and a female die body; the female die body and the male die body are designed to be semi-circular; the radius of the female die body is greater than that of the male die body; circular arc grooves for eliminating elastic stress are uniformly formed in the inner arc-shaped surface of the female die body; two mutually symmetrical positioning pin holes are formed in two ends of the inner arc-shaped surface respectively; a support is axially arranged at the middle part of the outer arc-shaped surface of the female die body; a flat plate-type connecting seat is welded on the support, and bolt holes are arranged at the four angles of the connecting seat; arc-shaped cogs matched with the circular arc grooves formed in the inner arc-shaped surface of the female die body are uniformly arranged on the outer arc-shaped surface of the male die body; cylindrical positioning pins matched with the positioning pin holes in the inner arc-shaped surface of the female die body are arranged at the two ends of the outer arc-shaped surface of the male die body; a support is axially arranged at the middle part of the section of the male die body; a flat plate-type connecting seat is welded on the support and bolt holes are arranged at the four angles of the connecting seat; the connecting seat of the female die body is connected with the piston of a mould press; and the connecting seat of the male die body is connected with the workpiece platform of the mould press. The compacting tool set, provided by the invention, solves the problem of penetration-proof tube pressing and elastic stress eliminating; and the two parts of the penetration-proof tube pressed can be buckled in an anastomotic manner, so that the penetration-proof tube can be tightly fit with the pipeline which is protected by the penetration-proof tube, the welding procedure is convenient, and the construction efficiency is significantly improved.
Owner:山东宇明月石油工程有限公司
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