Ground diaphragm wall I-shaped steel hoisting carrying pole

By designing a lifting and flat burden for the floor -to -wall work steel, the problem of inconvenient and safety hazards of the existing technology in the existing technology, and the stable lifting and fine -tuning of the work steel, which improves Hanging efficiency.

CN222410732UActive Publication Date: 2025-01-28JINAN URBAN CONSTRUCTION GROUP CO LTD +1
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Patent Information

Application Number
CN202420930152.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-30
Publication Date
2025-01-28
Estimated Expiration
2034-04-30

AI Technical Summary

Technical Problem

In the prior art, the lifting of the ground-connected wall I-shaped steel is inconvenient and has a large safety hazard, especially because the I-shaped steel is long and has a large mass, and it is easy to have imbalance during transportation, which increases safety risks.

Method used

Designed a kind of floor -to -wall steel steel lift and flat burden. The flat burden is made of work steel. There are holes and holes on both sides of the abdomen. Realize the lifting of work steel and fine -tuning.

Benefits of technology

By setting up the use of flat burdens with the steel plate clip, the stable hanging and location of the steel steel are achieved, reducing the safety hazards of unbalanced lifting and imbalance, and improving the efficiency of hanging.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of I-shaped steel hoisting, in particular to an underground diaphragm wall I-shaped steel hoisting carrying pole which is made of I-shaped steel, a first hole and a second hole are symmetrically formed in the two sides of a web of the carrying pole respectively, the first hole is formed in the inner side of the second hole, a fork arm of a forklift is inserted into the first hole, and the second hole is connected with a steel plate clamp through a hoisting ring. The shoulder pole is matched with the steel plate clamp for use, so that hoisting and position fine adjustment of the steel plate and the formed I-shaped steel are realized. And meanwhile, potential safety hazards caused by unbalanced hoisting are greatly reduced, and the hoisting efficiency is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of I-beam hoisting, in particular to a shoulder pole for hoisting an I-beam of a ground-connected wall. Background Art

[0002] As an important method of deep foundation pit support, ground-connected wall is widely used due to its high rigidity, integrity, durability and excellent anti-seepage performance. Ground-connected wall generally adopts I-beam joints, which are processed on site. In the existing technology, forklifts are directly used to lift and move I-beams. Due to the long length and heavy weight of I-beams, it is inconvenient to carry and there are great safety hazards. Utility Model Content

[0003] The utility model aims to provide a ground-connected wall I-beam lifting pole to solve the problems raised in the above-mentioned background technology.

[0004] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0005] A shoulder pole for lifting an I-beam of a ground-connected wall is made of the I-beam. Holes one and two are symmetrically provided on both sides of the web of the shoulder pole. Hole one is inside hole two, a forklift fork arm is inserted into hole one, and hole two is connected to a steel plate clamp through a lifting ring.

[0006] As a further solution of the utility model: the shoulder pole is made of 25A I-beam with a length of 4 meters.

[0007] As a further solution of the utility model: the distance between the second hole and the end of the shoulder pole is 10 cm, and the diameter of the second hole is 2 cm.

[0008] As a further solution of the utility model: an L-shaped steel plate component is provided on the outer side of the hole, and the L-shaped steel plate component includes an L-shaped steel plate welded on the web of the shoulder pole and a push plate parallel to the web of the shoulder pole.

[0009] As a further solution of the utility model: the hole is 50 cm away from the center of the shoulder pole web, is 20 cm long and 2 cm wide.

[0010] Compared with the prior art, the utility model has the beneficial effect that the shoulder pole is used in conjunction with the steel plate clamp to realize the lifting and position fine-tuning of the steel plate and the formed I-beam, and at the same time greatly reduces the potential safety hazard of unbalanced lifting and improves the efficiency of lifting. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 This is one of the three-dimensional structural schematic diagrams of the utility model.

[0012] Figure 2 This is the second schematic diagram of the three-dimensional structure of the utility model.

[0013] Among them: 1 shoulder pole, 2 L-shaped steel plate, 3 push plate, 4 hole one, 5 lifting ring, 6 wire rope, 7 steel plate clamp, 8 I-beam. DETAILED DESCRIPTION

[0014] The present invention will be described in detail below with reference to the accompanying drawings and in combination with embodiments.

[0015] See also Figure 1-2 The utility model provides a shoulder pole for lifting an I-beam of a ground-connected wall, and its structure includes a shoulder pole 1, which is made of an I-beam, and holes 1 4 and 2 are symmetrically arranged on both sides of the web of the shoulder pole 1, wherein the hole 1 4 is located inside the hole 2, and a forklift fork arm is inserted into the hole 1 4, and the hole 2 is connected to a steel plate clamp 7 through a lifting ring 5, and the lifting ring 5 and the steel plate clamp 7 are connected through a steel wire rope 6, and the steel plate clamp 7 clamps a steel plate or an I-beam 8 for lifting.

[0016] The shoulder pole 1 is made of a 25A I-beam with a length of 4 meters. The hole 2 is 10 cm away from the end of the shoulder pole 1 and has a diameter of 2 cm. The hole 1 4 is 50 cm away from the center of the web of the shoulder pole 1 and is 20 cm long and 2 cm wide.

[0017] Preferably, an L-shaped steel plate component is provided on the outer side of the hole 4, and the L-shaped steel plate component includes an L-shaped steel plate 2 welded on the web of the carrying pole 1 and a push plate 3 parallel to the web of the carrying pole 1, and the push plate 3 is welded on the outer side of the L-shaped steel plate 2. The L-shaped steel plate component is used to push the carrying pole 1 and thus fine-tune the position and angle of the suspended I-beam 8 or steel plate.

[0018] When in use, hole two is connected to the steel plate clamp 7 through the lifting ring 5, the shoulder pole 1 is located at the center of the lifted I-beam 8 or steel plate, the forklift fork arm penetrates into hole one 4, and the lifting is carried out by controlling the forklift.

[0019] The preferred implementation modes of the present application are described in detail above, but the present application is not limited to the above implementation modes, and various changes can be made within the knowledge scope of ordinary technicians in this field without departing from the purpose of the present application.

Claims

1. A ground-connected wall I-beam lifting pole, characterized by: The shoulder pole is made of I-beam, and hole one and hole two are symmetrically provided on both sides of the web of the shoulder pole, hole one is inside hole two, a forklift fork arm is inserted into hole one, and hole two is connected to a steel plate clamp through a lifting ring; an L-shaped steel plate component is provided on the outside of hole one, and the L-shaped steel plate component includes an L-shaped steel plate welded on the web of the shoulder pole and a push plate parallel to the web of the shoulder pole.

2. The I-beam lifting pole for ground-connected wall according to claim 1, characterized in that: The shoulder pole is made of 25A I-beam with a length of 4 meters.

3. The I-beam lifting pole for ground-connected wall according to claim 1, characterized in that: The distance between the second hole and the end of the shoulder pole is 10 cm, and the diameter of the second hole is 2 cm.

4. The I-beam lifting pole for ground-connected wall according to claim 1, characterized in that: The hole is 50 cm away from the center of the shoulder pole web, is 20 cm long and 2 cm wide.