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CN-224227584-U - Geotechnical grid with reinforcing ribs

CN224227584UCN 224227584 UCN224227584 UCN 224227584UCN-224227584-U

Abstract

The utility model relates to the technical field of geocells, in particular to a geocell with reinforcing ribs, which comprises a plurality of strip-shaped mutually spliced cell sheets; the grid plates are spliced Cheng Tugong grid chambers through the fixing plates, the fixing plates are U-shaped, the fixing plates are sleeved at the joint of the two grid plates, and the lower ends of the fixing plates are inserted into the ground; according to the utility model, a plurality of cell sheets are spliced with each other, the fixing plates are sleeved at the cell sheet connecting positions, the anti-slip strips II are mutually spliced, the anti-slip strips I and the limiting strips II are spliced, meanwhile, the lower ends of the fixing plates are inserted into the ground, a plurality of cell sheets are spliced into a geotechnical cell, the reinforcing plates are arranged in the geotechnical cell, and the connecting positions of the cell sheets are firmly fixed, so that the area of the cell sheet connecting positions is increased, and meanwhile, the situation that the two cell sheets are mutually stripped or misplaced along the length direction of the sheet is avoided.

Inventors

  • WANG XIUYUN
  • WANG CONGHAN

Assignees

  • 瑞辉新材料(江苏)有限公司

Dates

Publication Date
20260512
Application Date
20250626

Claims (8)

  1. 1. The geotechnical grid provided with the reinforcing ribs is characterized by comprising a plurality of grid sheets (1) which are mutually spliced in a strip shape; A plurality of cell sheets (1) are spliced Cheng Tugong cells through a fixing plate (4), the fixing plate (4) is U-shaped, the fixing plate (4) is sleeved at the joint of the two cell sheets (1), and the lower end of the fixing plate (4) is inserted into the ground; Two reinforcing plates (7) are arranged in each geocell, the two reinforcing plates (7) are arranged in a crossing mode, and the two reinforcing plates (7) are integrally formed.
  2. 2. The geotechnical grid with the reinforcing ribs according to claim 1, wherein a plurality of groups of anti-slip components are uniformly arranged on the side wall of the grid sheet (1), and each group of anti-slip components comprises a plurality of anti-slip strips I (2) and a plurality of anti-slip strips II (3).
  3. 3. The geotechnical grid with the reinforcing ribs according to claim 2, wherein the first anti-slip strip (2) is fixedly arranged on the outer wall of one end of the grid sheet (1), and the second anti-slip strip (3) is fixedly arranged on the outer wall of the other end of the grid sheet (1).
  4. 4. The geotechnical grid with the reinforcing ribs according to claim 2 is characterized in that when two adjacent grid sheets (1) are connected, two anti-slip strips (3) on the outer walls of the two grid sheets (1) are mutually spliced.
  5. 5. The geocell with the reinforcing ribs according to claim 1, wherein a plurality of limit strips (5) are uniformly and fixedly arranged on the inner walls of the left end and the right end of the fixing plate (4), and when the fixing plate (4) is sleeved at the outer end of the cell sheet (1), the limit strips (5) on the inner side of the fixing plate (4) are spliced with the first anti-slip strips (2).
  6. 6. The geocell with the reinforcing ribs according to claim 1, wherein a guiding slope (6) is arranged on the outer side of the lower end of the fixing plate (4).
  7. 7. The geocell with reinforcing ribs according to claim 6, wherein the lower end of the reinforcing plate (7) is fixedly provided with a positioning rod (9), and the lower end of the positioning rod (9) is inserted into the ground.
  8. 8. The geocell with the reinforcing ribs according to claim 1, wherein the four sides of the reinforcing plate (7) are fixedly provided with the plug frames (8), the plug frames (8) are U-shaped, and the plug frames (8) are sleeved at the outer ends of the cell sheets (1).

Description

Geotechnical grid with reinforcing ribs Technical Field The utility model relates to the technical field of geocells, in particular to a geocell with reinforcing ribs. Background For the roadbed bearing for a long time, due to the pressure and vibration action of the load, the pressed area of the roadbed gradually sinks, and the two sides of the pressed area can be raised high, namely the roadbed material is displaced transversely to the two sides of the section of the roadbed, so that the bearing capacity of the roadbed is greatly reduced. The geocell is generally used for improving the shearing resistance and friction force of the roadbed material so as to reduce or delay the roadbed material from transversely moving under the pressure or vibration action of the load. Chinese patent CN 219175191U discloses a reinforced geocell, which comprises a reinforced strip, a connector, a telescopic positioning needle structure, and bumps. The connection parts are connected with the plurality of the rib strips at the connection points to form the geocell, and the front and back surfaces of the connection parts are welded with the rib strips. The reinforcement strip comprises a base layer and ageing-resistant layers fixedly adhered to two sides of the base layer, wherein a plurality of reinforcing ribs are arranged in the base layer in a staggered mode, and a telescopic positioning needle structure is arranged in the connecting piece. However, the existing cell sheets are usually directly connected by rivets, and at the joints of the connection mode, the peeling force and the shearing force between the two cell sheets are small, so that the two connected sheets are easily peeled off each other or misplaced along the length direction of the sheets. Disclosure of utility model The utility model aims to provide a geocell provided with reinforcing ribs, so as to solve the problems in the prior art. In order to achieve the aim, the utility model provides the technical scheme that the geotechnical grid provided with the reinforcing ribs comprises a plurality of grid sheets spliced with each other; the grid plates are spliced Cheng Tugong grid chambers through the fixing plates, the fixing plates are U-shaped, the fixing plates are sleeved at the joint of the two grid plates, and the lower ends of the fixing plates are inserted into the ground; two reinforcing plates are arranged in each geocell, the two reinforcing plates are arranged in a crossing manner, and the two reinforcing plates are integrally formed. Preferably, a plurality of groups of anti-slip components are uniformly arranged on the side wall of the cell sheet, and each group of anti-slip components comprises a plurality of anti-slip strips I and a plurality of anti-slip strips II. Preferably, the first anti-slip strip is fixedly arranged on the outer wall of one end of the cell sheet, and the second anti-slip strip is fixedly arranged on the outer wall of the other end of the cell sheet. Preferably, when two adjacent cell sheets are connected, the two anti-slip strips on the outer walls of the two cell sheets are mutually spliced. Preferably, the inner walls of the left end and the right end of the fixing plate are uniformly and fixedly provided with a plurality of limiting strips, and when the fixing plate is sleeved at the outer end of the cell sheet, the limiting strips on the inner side of the fixing plate are connected in an inserting mode. Preferably, a guiding slope is arranged on the outer side of the lower end of the fixing plate. Preferably, a positioning rod is fixedly arranged at the lower end of the reinforcing plate, and the lower end of the positioning rod is inserted into the ground. Preferably, the four sides of the reinforcing plate are fixedly provided with plug frames, the plug frames are U-shaped, and the plug frames are sleeved at the outer ends of the cell sheets. Compared with the prior art, the utility model has the beneficial effects that: According to the utility model, the plurality of cell sheets are spliced with each other, the fixing plates are sleeved at the joints of the cell sheets, the anti-slip strips I and the limiting strips II are spliced with each other, meanwhile, the lower ends of the fixing plates are inserted into the ground, the plurality of cell sheets are spliced into the geocell, the reinforcing plates are arranged in the geocell, and the joints of the cell sheets are firmly fixed, so that the area of the joints of the cell sheets is increased, and meanwhile, the situation that the two cell sheets are peeled off each other or misplaced along the length direction of the sheet is avoided. Drawings FIG. 1 is a schematic diagram of the overall structure of the present utility model; FIG. 2 is a schematic view of the interconnection of cell sheets according to the present utility model; FIG. 3 is an enlarged view of the structure of area A in FIG. 2 according to the present utility model; FIG. 4 shows the fixation of