7results about How to "Reduce load capacity" patented technology

The utility model belongs to the technical field of handbag, concretely relates to adjustable shoulder strap formula handbag, including the bag body, the bag body and the shoulder strap of extending setting along the bag body height direction, the bag body is formed with the gap between the inside and outside two layers, the inside and outside layer between the inside layer and the outside layer form gap, the shoulder strap is circular and surrounds the bag body setting, and the shoulder strap and the bag body coincide portion set in the gap between the inside and outside layer of the bag body length direction both sides, the shoulder strap lower extreme is located in the gap between the inside and outside layer of the bag body bottom surface, the shoulder strap can slide in the gap, the bag body is provided with the both sides of the shoulder strap and is equipped with the adjusting hole, the bag body is equipped with the both sides of the shoulder strap and is equipped with the limiting device still in the upper end, and the limiting device and the shoulder strap correspond to set, and the limiting device will be opposite fixed with the bag body with the shoulder strap. Through the above-mentioned component's setting, not only makes the handbag neatness high, but also can adjust length range to be bigger, improves the bearing capacity and the service life of handbag simultaneously.

The utility model relates to the technical field of fabricated steel structure, disclose a kind of fixed structure and the connecting joint of modular steel structure, fixed structure includes at least one first connecting piece, first connecting piece includes plug-in board, connecting plate and support plate, at least one horizontal direction extension slot is provided on plug-in board, connecting plate is fixed in the top side of plug-in board;The plug-in board of each slot lower part is fixed with support plate, and support plate is in contact with steel beam flange plate up and down.The connecting joint of modular steel structure includes fixed structure and second connecting piece, first connecting part inserts and is tightly attached on the inner wall of upper column;Second connecting part inserts and is tightly attached on the inner wall of lower column;Steel beam flange plate inserts each slot, connecting plate is fixedly connected with second connecting piece, and steel beam flange plate is in contact with support plate up and down.The utility model structure is simple, connection is reliable, easy to disassemble, solve the technical problem of the load bearing capacity of weakening steel beam and steel column in the prior art hole, reduce the safety of connecting joint.

The application provides a shear-resistant mounting structure of a continuous composite floor and a steel beam and a mounting method thereof, and belongs to the field of fabricated buildings. The structure comprises a steel beam, a prefabricated composite bottom plate and a shear-resistant connecting pipe. The prefabricated composite bottom plate is laid on the steel beam and is a continuous structure at least at a position corresponding to the steel beam, and a post-poured floor layer is formed above the prefabricated composite bottom plate. The shear-resistant connecting pipe penetrates the prefabricated composite bottom plate and is arranged at a position corresponding to the steel beam. After the prefabricated composite bottom plate is installed, the upper flange of the steel beam is welded through the space in the pipe of the shear-resistant connecting pipe. The shear-resistant connecting pipe is engaged with the prefabricated composite bottom plate and the post-poured floor layer to provide the shear-resistant capacity between the steel beam and the floor.

The present application relates to a kind of porcelain post circuit breaker production test system, including conveying unit, the conveying unit includes conveying guide rail and reciprocatingly moves on conveying guide rail shuttle;Along the conveying direction of conveying unit, total assembly unit, inflation unit, leak detection unit, withstand voltage test unit, supervision unit are sequentially distributed;Tray, for placing porcelain post circuit breaker, realize porcelain post circuit breaker between shuttle, total assembly unit, inflation unit, leak detection unit, withstand voltage test unit, supervision unit circulation.The present application has the advantages that: by the cooperation between conveying unit, total assembly unit, inflation unit, leak detection unit, withstand voltage test unit, supervision unit, with conveying unit as the intermediate medium of transmission, realize the sequential circulation of porcelain post circuit breaker between different units, facilitate circuit breaker withstand voltage, leak detection test, avoid the phenomenon of missed detection.

The utility model belongs to cleaning robot technical field, concretely relates to a kind of cleaning robot water supply and drainage device, including two arc plates, two the arc plate between hinged, two the arc plate forms annular structure, the arc plate side wall is respectively movably connected with several ball bearings, the arc plate opposite side wall is evenly provided with elastic compression assembly, two the arc plate is provided with locking assembly away from hinged position one end. Elastic compression assembly includes clamping plate, the clamping plate is arc, the clamping plate mutually away from one side wall is respectively fixedly connected with two limit rods, the limit rod other end is evenly movably connected with arc plate. The utility model can reduce the friction between water supply and drainage pipeline and the pipeline to be cleaned, facilitate cleaning robot to clean in pipeline interior, reduce the load capacity of cleaning robot driving part simultaneously, prolong the service life of cleaning robot.

The invention relates to the technical field of offshore current conversion, and discloses an upper module and an offshore converter station. The first pile leg penetrates through the platform, and the lower end of the first pile leg abuts against a jacket of the offshore converter station; the lifting device comprises a fixing frame, a telescopic part and two positioning parts, the fixing frame is detachably connected with the platform and arranged on the first pile leg in a sleeving mode, the positioning parts and the first pile leg can be connected or separated, the telescopic part is arranged in a telescopic mode and connected between the two positioning parts, one positioning part is connected with the fixing frame, and the other positioning part and the fixing frame are arranged in a spaced mode. The gravity center of the upper module is low in the transportation process, the gravity center can be increased through lifting in the assembling process, and it is guaranteed that installation meets the requirement.

This utility model provides an adjustable support structure and system for cantilever scaffolding, comprising: a cantilever main beam, the cantilever main beam including a fixed section and a cantilever section, the cantilever section being used to support the cantilever scaffolding; a compression upright and an adjustable tie rod disposed below the fixed section, the upper end of the compression upright being connected to the front end of the fixed section, the front end of the fixed section being close to the cantilever section, the upper end of the adjustable tie rod being connected to the rear end of the fixed section, and the lower ends of the compression upright and the adjustable tie rod being provided with a fixing structure, which is connected to the cast-in-place building structure through the fixing structure; the adjustable tie rod includes a telescopic sleeve and a telescopic tube movably disposed within the telescopic sleeve, the length of the adjustable tie rod being adjusted by adjusting the length of the telescopic tube within the telescopic sleeve, the length of the adjustable tie rod being adjusted by adjusting the length of the tie rod to adapt to the elevation changes of the cantilever scaffolding at different construction stages and to apply pre-tension to reduce the deflection of the cantilever main beam.