Anchoring device for construction of inner wall of port channel port

Abstract

The utility model provides a port channel port inner wall construction anchoring device, relates to the technical field of construction anchoring, and solves the problems that the construction anchoring device is generally fixed by adopting a hole insertion mode, and when soil at a certain part in a hole is loosened to a certain degree, the tensile resistance of the construction anchoring device is reduced, an anchoring rod is easy to deviate, and the construction cost is low. And the use stability is influenced. According to the port channel port inner wall construction anchoring device, through arrangement of a reinforcing sliding head, after the inner wall is reinforced, a transmission screw rod is rotated, the transmission screw rod can drive a sliding block to linearly move, and when the sliding block moves to the bottom of a limiting block, the reinforcing sliding head can expand outwards under the action of external force; the friction force between the anchoring rod and the inner wall is enhanced, the stability and the anti-drawing capacity of the anchoring rod are remarkably improved, and it is ensured that the anchoring rod can keep high stability under various complex working conditions.

Description

Technical Field

[0001] This utility model belongs to the field of construction anchoring technology, and more specifically, it relates to a construction anchoring device for the inner wall of a port channel. Background Technology

[0002] Port, waterway, and port inner wall construction anchoring devices are important equipment used to reinforce and maintain the inner wall structure of ports, waterways, and ports.

[0003] During the use of construction anchoring devices, mechanical anchoring is used to fix the inner wall of port channels and estuaries. However, construction anchoring devices are usually fixed by inserting holes. When the soil in a certain part of the hole becomes loose, it will reduce its tensile strength and make the anchor rod easy to shift, affecting the stability of use. Utility Model Content

[0004] This disclosure relates to a construction anchoring device for the inner wall of a port channel, which addresses the problem mentioned in the background art that construction anchoring devices typically use hole insertion for fixing. When the soil in a certain part of the hole becomes loose, the tensile strength of the device decreases, making it easy for the anchor rod to shift and affecting its stability.

[0005] This utility model discloses a port channel and harbor inner wall construction anchoring device, which is achieved by the following specific technical means:

[0006] In a first aspect, this disclosure provides a port channel inner wall construction anchoring device, comprising: an anchor rod with three sets of reinforcing joints fixed at one end; the anchor rod further comprising: an anchor plate, the anchor plate being rectangular in shape and fixedly installed at the other end of the anchor rod; and an anchor top plate, the anchor top plate being fixedly installed on one side of the anchor plate.

[0007] As a preferred embodiment of this utility model, the anchoring rod further includes: a fixing screw, the number of fixing screws being set to four, the fixing screws rotating at the four corners of the anchoring top plate, and one end of the fixing screw being threadedly connected to the anchoring plate; and a transmission screw, the transmission screw rotating inside the anchoring rod.

[0008] As a preferred embodiment of this utility model, the reinforced joint further includes: a reinforced sliding head, the reinforced sliding head having a rectangular head structure, and the number of reinforced sliding heads is set to four, the reinforced sliding heads sliding in a ring array inside the reinforced joint.

[0009] As a preferred embodiment of this utility model, the reinforced joint further includes: a reinforcing tooth, which is integrally disposed on the top of the reinforced slide head in an inclined shape; and a limiting block, which is rectangular in shape and has a beveled bottom at one end, and is integrally disposed on the bottom of the reinforced slide head.

[0010] As a preferred embodiment of this utility model, the reinforced joint further includes: a sliding block, the sliding block being rectangular in shape and sliding inside the reinforced joint; a threaded connection between the sliding block and the transmission screw; and a transmission protrusion, the transmission protrusion being rectangular in shape and four in number, one end of the transmission protrusion being a beveled mechanism, and the transmission protrusion being integrally disposed outside the sliding block.

[0011] As a preferred embodiment of this utility model, the reinforcing joint further includes a connecting plug, which has a tapered shape and is fixedly disposed at one end of the reinforcing joint.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] By incorporating a reinforced sliding head, after the inner wall is reinforced, a rotating transmission screw drives a sliding block to move linearly. When the sliding block reaches the bottom of the limiting block, the reinforced sliding head expands outward under external force. This expansion applies uniform and continuous pressure to the inner wall of the hole, effectively compressing it. This compression not only enhances the friction between the anchor rod and the inner wall but also significantly improves the stability and pull-out resistance of the anchor rod, ensuring its high stability under various complex working conditions. Through this series of mechanical linkages, the entire reinforcement device can be more efficiently and reliably fixed to the inner wall of the port, significantly improving the overall strength and durability of the inner wall structure while reducing the risk of loosening or detachment due to external forces, providing strong protection for the long-term safe operation of the port's inner wall. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the overall axial three-dimensional structure of this utility model.

[0015] Figure 2 This is a schematic diagram of the anchoring top plate structure of this utility model.

[0016] Figure 3 This is a schematic diagram of the anchor rod structure of this utility model.

[0017] Figure 4 This is a schematic diagram of the disassembly structure of the reinforced joint of this utility model.

[0018] Figure 5 This is a schematic diagram of the sliding block structure of this utility model.

[0019] Figure 6 This is a schematic diagram of the reinforced slider structure of this utility model.

[0020] In the diagram, the correspondence between component names and drawing numbers is as follows:

[0021] 1. Anchor rod; 101. Anchor plate; 102. Anchor top plate; 103. Fixing screw; 104. Transmission screw; 2. Reinforcing joint; 201. Reinforcing slide head; 202. Reinforcing tooth; 203. Limiting block; 204. Sliding block; 205. Transmission protrusion; 206. Connecting plug. Detailed Implementation

[0022] The embodiments of this utility model will be described in further detail below with reference to the accompanying drawings and examples.

[0023] Example: As attached Figure 1 To be continued Figure 6 As shown:

[0024] This utility model provides a port channel inner wall construction anchoring device, including: an anchor rod 1 with three sets of reinforcing joints 2 fixed at one end; the anchor rod 1 also includes: an anchor plate 101, the anchor plate 101 is rectangular in shape and is fixedly installed at the other end of the anchor rod 1; an anchor top plate 102, the anchor top plate 102 is fixedly installed on one side of the anchor plate 101; four fixing screws 103, the fixing screws 103 are rotated at the four corners of the anchor top plate 102, and one end of the fixing screws 103 is threadedly connected to the anchor plate 101; and a transmission screw 104, the transmission screw 104 rotates inside the anchor rod 1.

[0025] The reinforced joint 2 further includes: a reinforced slider 201, which has a rectangular head structure, and four reinforced sliders 201 are arranged in a circular array to slide inside the reinforced joint 2; a reinforced tooth 202, which is inclined and integrally disposed on the top of the reinforced slider 201; a limiting block 203, which has a rectangular block structure, and one end of the limiting block 203 has a beveled bottom structure, and the limiting block 203 is integrally disposed on the bottom of the reinforced slider 201; and a sliding block 20. 4. The sliding block 204 is rectangular in shape and slides inside the reinforcing joint 2; the sliding block 204 is threadedly connected to the transmission screw 104; the transmission protrusion 205 is rectangular in shape and there are four transmission protrusions 205, one end of the transmission protrusion 205 is a bevel mechanism, and the transmission protrusion 205 is integrally set outside the sliding block 204; the connecting plug 206 is conical in shape and is fixedly set at one end of the reinforcing joint 2.

[0026] The specific usage and function of this embodiment: During the use of the construction anchoring device, the anchor rod 1 is inserted into the hole in the inner wall of the port and fixed to the inner wall of the port by rotating the anchor rod 1.

[0027] After the inner wall is reinforced, the transmission screw 104 is rotated, which drives the sliding block 204 to move, so that the sliding block 204 can drive the transmission protrusion 205 to move. The transmission protrusion 205 will move towards the bottom of the limiting block 203. When the sliding block 204 moves to the bottom of the limiting block 203, one end of the transmission protrusion 205 on the sliding block 204 is inclined, and the reinforcing slide head 201 will move outward. The reinforcing slide head 201 will squeeze the hole, so that the anchor rod 1 can be more stably fixed to the inner wall of the port.

Claims

1. A port channel port inner wall construction anchoring device, characterized in that, Include: The anchor rod (1) one end is fixed with three groups of reinforcing joints (2); the anchor rod (1) further includes: anchor plate (101), the shape of anchor plate (101) is rectangular plate structure, and anchor plate (101) is fixedly installed on the other end of anchor rod (1);Anchor top plate (102), anchor top plate (102) is fixedly installed on one side of anchor plate (101).

2. The anchoring device for the construction of the inner wall of the approach channel of the port according to claim 1, characterized in that: The anchor rod (1) further includes: fixed screw rod (103), the number of fixed screw rod (103) is set to four, fixed screw rod (103) rotates in the four corners of anchor top plate (102), and the one end of fixed screw rod (103) is threadedly connected between anchor plate (101);Transmission screw rod (104), transmission screw rod (104) rotates in the inside of anchor rod (1).

3. The anchoring device for the construction of the inner wall of the approach channel of the port according to claim 1, characterized in that: The reinforcing joint (2) further includes: reinforcing sliding head (201), the shape of reinforcing sliding head (201) is rectangular head structure, and the number of reinforcing sliding head (201) is set to four, reinforcing sliding head (201) is slid in the inside of reinforcing joint (2) in the form of annular array.

4. The anchoring device for the construction of the inner wall of the approach channel of the port according to claim 3, characterized in that: The reinforcing joint (2) further includes: reinforcing tooth (202), reinforcing tooth (202) is integrally arranged on the top of reinforcing sliding head (201) in the form of inclination;Limiting block (203), the shape of limiting block (203) is rectangular block structure, and the one end bottom of limiting block (203) is inclined surface structure, limiting block (203) is integrally arranged on the bottom of reinforcing sliding head (201).

5. The anchoring device for the construction of the inner wall of the approach channel of the port according to claim 4, characterized in that: The reinforcing joint (2) further includes: sliding block (204), the shape of sliding block (204) is rectangular block structure, and sliding block (204) is slid in the inside of reinforcing joint (2);Sliding block (204) and transmission screw rod (104) are threadedly connected;Transmission protrusion (205), the shape of transmission protrusion (205) is rectangular structure, and the number of transmission protrusion (205) is set to four, the one end of transmission protrusion (205) is inclined mechanism, transmission protrusion (205) is integrally arranged on the outside of sliding block (204).

6. The anchoring device for the construction of the inner wall of the approach channel of the port according to claim 5, characterized in that: The reinforcing joint (2) further includes: connecting plug (206), the shape of connecting plug (206) is conical structure, and connecting plug (206) is fixedly arranged on one end of reinforcing joint (2).

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