7results about How to "Reduce horizontal displacement" patented technology

The utility model discloses a semi-floating commercial vehicle cab rear suspension support structure, and belongs to the field of suspension supports. According to the technical scheme, the semi-floating type commercial vehicle cab rear suspension support structure comprises a first connecting part used for being connected with a commercial vehicle frame and a second connecting part used for being connected with a commercial vehicle cab, and a damping assembly is hinged to the lower end of the first connecting part. The damping assembly is provided with a telescopic end hinged to the bottom of the second connecting part, a rotary connecting piece is arranged on the first connecting part, and the end, away from the first connecting part, of the rotary connecting piece is hinged to the telescopic end; vertical vibration of the cab of the commercial vehicle can be restrained, when the commercial vehicle decelerates or accelerates, the rotary connecting piece can bear tensile force or pressure from the cab of the commercial vehicle in the horizontal direction, horizontal displacement of the cab of the commercial vehicle during speed changing is prevented, and the service life of the cab of the commercial vehicle is prolonged. And the driving experience of the commercial vehicle and the stability of the cab are further improved.

The utility model discloses an offshore wind power high pile cap foundation with a microbial reinforcement function, which belongs to the field of civil engineering foundation reinforcement and comprises a workboat liquid tank for storing cementing liquid; steel pipe piles are arranged at the bottom of the bearing platform and used for supporting the bearing platform; one end of the conveying pipeline is communicated with the liquid tank of the workboat, and the other end of the conveying pipeline penetrates through the bearing platform, is axially laid along the outer pipe wall of the steel pipe pile and is used for conveying cementing liquid; the grouting pipeline communicates with the conveying pipeline, is laid in the axial direction of the outer pipe wall of the steel pipe pile, is inserted into the soil body and is used for injecting cementing fluid into the soil body; and the extension mechanism is used for controlling the grouting pipeline to unfold. According to the utility model, the foundation strength and the anti-scouring performance are effectively improved, and the conveying pipeline and the grouting pipeline are arranged on the pile foundation of the high pile cap and can be integrally constructed with the steel pile of the high pile cap foundation.

The application relates to the technical field of angle measuring devices, and particularly discloses a non-planar internal interlaminar misplacement angle measuring device which comprises a base, the base is provided with a groove in the length direction, the base is provided with a positioning mechanism, the positioning mechanism is used for positioning a rubber cap at one end of a glass tube, the base is provided with a moving adjusting mechanism, the moving adjusting mechanism is slidingly connected in the groove, the moving adjusting mechanism is used for positioning a rubber cap at the other end of the glass tube, the moving adjusting mechanism is provided with a detection mechanism, the detection mechanism is used for detecting the rubber cap on the moving adjusting mechanism, the moving adjusting mechanism is provided with an angle indicating mechanism, and the angle indicating mechanism is used for displaying the relative angle of the rubber tubes at two ends. The application has the effect of improving the accuracy of relative angle detection of the rubber caps at two ends of the glass tube, has a simple structure, is durable, is convenient to operate, is very suitable for large batch operations, can greatly improve operation efficiency, and can reduce production cost.

The invention discloses a deep foundation pit excavation combined support structure suitable for aeolian sand formation, wherein the upper half is an open excavation slope, and a plurality of slope anchor rods are driven into the slope; the lower half is provided with jet grouting piles and bored cast-in-place piles in sequence from the slope foot to the inside to form retaining piles, the inner side of the retaining piles is a foundation pit, the bottom of the foundation pit is a base jet grouting pile, the base jet grouting piles are provided with base concrete, the inside of the foundation pit is a tunnel lining, and the tunnel lining is backfilled. The deep foundation pit excavation combined support structure of the invention is more reasonably designed, has lower cost, and is safer and more efficient to construct.

The present application relates to the field of slope support engineering, and provides a retaining wall with a combination of a retaining plate and an unloading plate and a method for calculating internal force of the retaining wall, which comprises a bottom plate, a first vertical plate, a second vertical plate, a retaining plate and an unloading plate, all of which are reinforced concrete structures; the retaining wall structure is filled with backfill behind the structure; the first vertical plate is arranged on the bottom plate, the second vertical plate is arranged directly above the first vertical plate, and the first vertical plate, the second vertical plate and the retaining plate are overlapped; the unloading plate is arranged between the first vertical plate and the second vertical plate, and forms an unloading and decompression platform; the unloading plate is overlapped with the adjacent retaining plate, the first vertical plate and / or the second vertical plate. The combination of the retaining plate and the unloading plate effectively reduces the horizontal earth pressure acting on the retaining wall, reduces the internal force of the structure on the retaining wall, including shear force and bending moment, reduces the horizontal displacement of the retaining wall, and reduces the cross-sectional size of the retaining wall structure, thereby reducing the difficulty and cost of engineering construction.

This application relates to the field of knob mounting technology, providing a control panel assembly and a garment processing device. The control panel assembly includes a control panel, a knob, and an encoder. The knob is rotatably mounted on one side of the control panel, and an annular connector is provided on the outer side of the knob. A mounting cavity is formed in the middle of the connector. The encoder is located on the other side of the control panel, fitted into the mounting cavity and abutting against the side wall of the mounting cavity. By providing a connector to the encoder on the outer side of the knob, the contact point between the connector and the encoder is far from the rotation center of the knob, thereby increasing the limiting force arm in the knob's rotation direction. Under the same external force, the horizontal displacement of the knob is reduced, the wobbling amplitude is decreased, the user's operation is more stable and precise, improving the interactive experience and the reliability of the knob.