6results about How to "Improve soil retaining effect" patented technology

The utility model relates to the technical field of retaining walls, and discloses an assembled retaining wall which comprises a bottom plate, the other side of the top face of the bottom plate is fixedly connected with a soil retaining mechanism, the soil retaining mechanism comprises a rotating shaft rod fixedly connected to the other side of the top face of the bottom plate, and the top face of the rotating shaft rod is rotationally connected with a telescopic plate. An adjusting mechanism is welded to the middle of one side of the top face of the bottom plate and comprises a first shaft block welded to the middle of one side of the top face of the bottom plate, a hydraulic rod is rotationally connected to the top face of the first shaft block, and a second shaft block is rotationally connected to the top of the hydraulic rod. According to the assembled retaining wall, through the arrangement of the retaining mechanism and the adjusting mechanism, a hydraulic rod is started and drives a telescopic plate to jack upwards, so that the protection height of the telescopic plate is increased, the telescopic plate is inclined in the lifting process of the hydraulic rod through a rotating shaft rod and a second shaft block rotating structure, and the device can effectively adapt to the changes of various terrains; the soil retaining effect of the device is improved.

The utility model discloses a prefabricated retaining wall structure, and belongs to the field of building components. According to the technical scheme, the prefabricated retaining wall structure comprises a base and a vertical wall perpendicularly arranged on the base, a plurality of buttresses are arranged between the side wall of the vertical wall and the base at intervals, a first connecting part used for being connected with the vertical wall is arranged on the base, and a second connecting part used for being connected with the vertical wall is arranged on the base. The side wall of the vertical wall is provided with a second connecting part used for being connected with the buttress, and a reinforcing part used for reinforcing the strength of the connecting position of the base and the vertical wall is arranged between the base and the vertical wall. The base, the vertical wall and the buttress are all made of reinforced concrete prefabricated parts, after installation, the strength of the first connecting part, the strength of the second connecting part and the strength of the reinforcing part meet the standard requirement, the construction period is greatly shortened, and the construction progress is promoted.

This invention discloses a soil retaining device for soil and water conservation. Its structure includes an inclined plate, movable limiting components, a mounting frame, a base, a blocking device, and reinforcing plates. In use, the device is stably installed at its corresponding position by two inclined plates symmetrically connected to the left and right sides of the base to form an isosceles trapezoidal structure. This effectively buffers the soil. Two reinforcing plates are installed on the left and right sides of the base in conjunction with the mounting frame. The blocking device is installed parallel to the base with the reinforcement plates and mounting frame. Movable limiting components are installed on the left and right sides of the reinforcing plates to connect with the blocking device. These components control the movement limit of the blocking device, preventing excessive movement and failure to return to its original position, thus enabling the blocking device to effectively retain soil.

The utility model relates to the technical field of steel sheet pile supports, in particular to a novel foundation pit under-pipe steel sheet pile support which comprises a sliding sleeve, steel sheet supporting arms are inserted into an upper sleeve and a lower sleeve of the sliding sleeve respectively, one steel sheet supporting arm is inserted into the upper side of one end of the sliding sleeve, and the other steel sheet supporting arm is inserted into the lower side of the other end of the sliding sleeve. A movable clamping groove is formed in the tail end of each steel plate supporting arm and connected with a rotary gear in an engaged mode, the rotary gears are arranged in the middle of the interior of the sliding sleeve, the rotary gears penetrate through a rotary rod arranged on the outer side of the sliding sleeve, and the rotary valve is connected with the rotary rod in a bell and spigot joint mode. The soil retaining device is simple in structure and convenient to operate, has a good soil retaining effect, has the structural characteristics of guaranteeing the safety during operation under the foundation pit pipe, and can effectively prevent exposed soil under the foundation pit pipe from being exposed and sliding off.

The invention provides a high underground water level spaced hollowed-out reverse vertical shaft structure and a construction method thereof.The high underground water level spaced hollowed-out reverse vertical shaft structure comprises a waterproof curtain, a lock mouth ring beam, vertical supporting well walls, horizontal supporting well walls and a hollowed-out well wall, the waterproof curtain is arranged on the outer side of the well wall, and the horizontal supporting well walls and the vertical supporting well walls are alternately arranged; the hollowed-out well walls are arranged at intervals at the vertical supporting well walls, the hollowed-out well walls, the vertical supporting well walls and the hollowed-out well walls form a frame structure. The well wall is composed of the vertical supporting well wall, the horizontal supporting well wall and the hollowed-out well wall, the vertical supporting well wall, the horizontal supporting well wall and the hollowed-out well wall form a frame structure, and the good soil retaining effect is achieved; the waterproof curtain is arranged on the outer side of the shaft wall, so that the self-stabilization capacity of the soil body on the side wall of the vertical shaft can be improved while the waterproof effect is achieved, and the construction safety of the reverse vertical shaft during downward excavation of the soil body is guaranteed. The hollowed-out well wall is undisturbed soil on the side wall of the vertical well, supporting and retaining measures are not needed by utilizing the self-stabilization capacity of a soil body and the restraining effect of the vertical supporting and retaining well wall and the horizontal supporting and retaining well wall, and therefore the well wall concrete work amount is saved.

The soil retaining device for hydraulic engineering construction comprises a first butt joint plate, the first butt joint plate is installed on the side face of a bottom plate through a first installation mechanism, and the first installation mechanism comprises a first plate body, a threaded rod, a transverse shaft, a movable block, a connecting rod, a second plate body and a third plate body; the rotating mechanism is installed on the surface of the bottom plate, and the rotating mechanism comprises a rotating disc, a vertical shaft, a first bevel gear and a second bevel gear; the second butt joint plate is installed on the side face of the baffle through a second installation mechanism, the second installation mechanism comprises a supporting base, a stud, a sliding block, a fourth plate body, a fifth plate body and a rotating block, and the auxiliary block is fixedly installed on the side face of the second butt joint plate. According to the soil retaining device, the overall stability after the multiple soil retaining devices are installed can be improved, displacement is not prone to occurring, the plugging blocks can be plugged in gaps between the adjacent baffles, and the overall soil retaining effect after the multiple soil retaining devices are installed can be improved.