5results about How to "Improve reinforcement quality" patented technology

This invention discloses a beaded membrane bag pressurization and compaction reinforcement device and method for soft soil foundations, relating to the field of building foundation reinforcement. It includes multiple membrane bag units connected sequentially by a chain conveyor. Each membrane bag unit includes at least one sequentially connected membrane bag, and one of the membrane bags in the multiple membrane bag units is connected to a branch pipe. Each branch pipe is equipped with a switch valve, and all branch pipes are connected to a common pressurization conduit. This invention implants the beaded membrane bag pressurization and compaction reinforcement device into the weak soil layer of the soft soil foundation to be reinforced. The surface of the site to be reinforced is then pressurized with grout to inject grout into the membrane bags at the designated depth using a pressurized grouting device. After the grout is injected into the corresponding membrane bags, the membrane bags expand, forming a compression reinforcement on the surrounding soil outside the membrane bags.

This utility model relates to a road and bridge crack reinforcement structure, belonging to the technical field of road and bridge crack reinforcement structures. The road and bridge crack reinforcement structure includes: a base, carbon fiber cloth and guide components, a frame, a bidirectional threaded rod, a support frame, guide rollers, and pressure rollers. The guide rollers and pressure rollers rotate on the same horizontal plane. The bidirectional threaded rod can adjust the distance between the two support frames to accommodate reinforcement requirements of carbon fiber cloth of different widths. Guide rollers and pressure rollers are movably inserted into the two support frames to ensure the carbon fiber cloth remains flat during laying. The guide components are located on both sides of the support frames and are movable at both ends of the guide rollers to prevent the carbon fiber cloth from shifting during laying. The carbon fiber cloth is movably sleeved on the surface of the bidirectional threaded rod, with one side sliding along the surface of the guide rollers and pressure rollers. Through the compaction action of the pressure rollers, the carbon fiber cloth is tightly adhered to the crack surface, thereby effectively improving the load-bearing capacity and durability of the bridge structure.

The application discloses a stone masonry reinforcing device and a reinforcing method, and relates to the technical field of stone masonry reinforcing. The stone masonry reinforcing device comprises a reinforcing device main body, the reinforcing device main body comprises steel wire meshes arranged on two sides of a wall body and a horizontal connecting piece assembly used for connecting the steel wire meshes on the two sides, the horizontal connecting piece assembly comprises a pipe, an L-shaped pipe connected with the pipe and a hook connected with the pipe, and the horizontal connecting piece assembly further comprises a connecting mechanism. The stone masonry reinforcing device and the reinforcing method can connect multiple horizontal connecting piece assemblies into a whole and form a communicating pipeline when the horizontal connecting pieces are reinforced, can improve the reinforcing effect of the whole, facilitate alignment operation of the multiple horizontal connecting piece assemblies, ensure that the steel wire meshes can be in a flat state after being fixed, can combine grouting reinforcement and horizontal connecting piece reinforcement, are more convenient and fast, and can improve the reinforcing efficiency and quality.

The utility model relates to the technical field of ancient building protection, and discloses a wood structure ancient building beam column joint reinforcing structure which comprises a first column sleeve and a second column sleeve, the two sides of the first column sleeve are fixedly connected with the two sides of the second column sleeve through inner hexagon screws respectively, and a first supporting plate is fixedly arranged at the top end of the first column sleeve. First beam sleeves are fixedly arranged on the two sides of the top end of the first supporting plate, a second supporting plate is fixedly arranged at the top end of the second column sleeve, second beam sleeves are fixedly arranged on the two sides of the top end of the second supporting plate, and one side of the top end of each first beam sleeve is fixedly connected with one side of the top end of the corresponding second beam sleeve through an inner hexagon screw. The top of the wood column can be protected through the first column sleeve and the second column sleeve, the surface of the wood beam can be protected through the first beam sleeve and the second beam sleeve, supporting can be provided between the first column sleeve and the second column sleeve and between the first beam sleeve and the second beam sleeve through the first supporting plate and the second supporting plate, and the beam-column joint of the wood structure can be reinforced; and the reinforcing area of the node is increased.

The application discloses a layered roadbed segmented inclined grouting construction device and method, which comprises a moving mechanism, the moving mechanism comprising a driving vehicle, a hydraulic cylinder and a grout tank being fixedly installed on the driving vehicle, and a connecting rod assembly being arranged at an output end of the hydraulic cylinder; a grouting mechanism, the grouting mechanism comprising a sleeve, the sleeve being fixedly connected with the connecting rod assembly, a grouting outer pipe being slidably connected in the sleeve, a grouting inner pipe being fixedly connected in the grouting outer pipe, the grouting inner pipe being communicated with the grout tank, a plurality of first one-way liquid outlet assemblies being arranged on the grouting outer pipe, a plurality of groups of second one-way liquid outlet assemblies being arranged on the grouting inner pipe, and a segmented guide assembly being slidably connected in the grouting outer pipe through a first transmission assembly, the segmented guide assembly being located between the grouting inner pipe and the grouting outer pipe. The application can respectively grout different depth layered roadbeds from the side of the roadbed, avoid damage to the road surface structure caused by drilling, reduce the number of grouting holes, and do not affect traffic.