A mooring member installation containment system reinforcement

Abstract

The utility model relates to a technology field of berthing component, concretely relates to a kind of berthing component installation enclosure system reinforcing measure, including wharf platform ontology, the load-bearing beam is fixedly connected in wharf platform ontology inner surface, the load-bearing beam below is provided with berthing assembly, the berthing assembly includes cantilever beam, the cantilever beam is set in the load-bearing beam below, the fixed connection of pile core embedded i-beam is between the cantilever beam with the load-bearing beam, the cantilever beam outer surface is fixedly connected with berthing component ontology, the hole is set in the cantilever beam top, the reinforcing assembly is provided below the berthing component ontology, the supporting assembly is provided above the reinforcing assembly, the reinforcing assembly includes auxiliary reinforcing strip.The utility model in traditional first installation method embedded steel mounting mode is used, combined with structural features and on-site condition, reinforcing measure is added to the berthing component installation enclosure system, with the effect that the strength of enclosure system is strengthened.

Description

Technical Field

[0001] This utility model relates to the field of berthing component technology, specifically a reinforcement measure for a berthing component installation enclosure system. Background Technology

[0002] A berthing structure is a specialized structure that withstands impact and ramming forces when a ship berths. It is typically installed at the quay prow to stabilize the vessel and reduce the impact during berthing. Berthing structures are usually made of concrete or reinforced concrete, and some structures incorporate cantilever beams to accommodate different tidal ranges and ship types. Their function is to transfer the berthing force from the ship to the quay piles, and then to the foundation piles, thereby dispersing the impact of the ship on the quay.

[0003] The conventional installation method in the existing technology is to pre-embed two steel sections in the prefabricated berthing components. During installation, the steel sections are placed on top of the cofferdam system and temporarily fixed. However, the weight of the berthing components places high demands on the load-bearing capacity of the cofferdam system. The load-bearing capacity of the cofferdam system is insufficient, making it difficult to adapt to the impact on the dock when different ships berth by strengthening the strength of the cofferdam system.

[0004] Therefore, a reinforcement measure for the installation of ship berthing components and a bulwark system is proposed to solve the problems mentioned above. Utility Model Content

[0005] In view of the shortcomings of the existing technology, this utility model provides a reinforcement measure for the installation of a berthing component cofferdam system, which can solve the problem of insufficient load-bearing capacity of the cofferdam system in a berthing component installation cofferdam system reinforcement measure.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a reinforcement measure for a berthing component installation enclosure system, comprising a wharf platform body, a load-bearing beam fixedly connected to the inner surface of the wharf platform body, a berthing component disposed below the load-bearing beam, the berthing component comprising a cantilever beam disposed below the load-bearing beam, a pre-embedded I-beam of a pile core fixedly connected between the cantilever beam and the load-bearing beam, a berthing component body fixedly connected to the outer surface of the cantilever beam, an opening provided at the top of the cantilever beam, a reinforcing component disposed below the berthing component body, and a supporting component disposed above the reinforcing component.

[0007] Preferably, the reinforcing component includes an auxiliary reinforcing strip, which is disposed below the berthing component body.

[0008] Preferably, the reinforcing component further includes a first suspension rod, which is fixedly connected to the top of the auxiliary reinforcing strip.

[0009] Preferably, the berthing assembly further includes a connecting rod, which is fixedly connected between the cantilever beam and the berthing component body.

[0010] Preferably, the support assembly includes a support steel bar, which is fixedly connected to the upper end of the first lifting rod. A steel channel is provided below the support steel bar, and a lifting rod assembly is provided above the support steel bar.

[0011] Preferably, the suspension rod assembly includes a second suspension rod and a third suspension rod, the second suspension rod being fixedly connected to the top of the steel channel, the third suspension rod being fixedly connected to the top of the supporting steel bar, and the second suspension rod and the third suspension rod being fixedly connected to each other.

[0012] Preferably, the suspension rod assembly further includes a fourth suspension rod and a fifth suspension rod, which are fixedly connected to the top of the support steel bar.

[0013] Compared with the prior art, this utility model provides a reinforcement measure for the installation of berthing components in a ship, which has the following beneficial effects: 1. This utility model adopts the traditional pre-installation method of embedding steel sections. Combined with the structural characteristics and site conditions, it adds reinforcement measures to the berthing component installation cofferdam system, which facilitates strengthening the cofferdam system.

[0014] 2. In this utility model, the cantilever beam and the main body of the berthing component are reinforced by setting support components and suspension rod components, which facilitates further strengthening of their installation strength. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a schematic diagram of the internal structure of this utility model; Figure 3 This is a top view of the internal structure of this utility model; Figure 4 This is a left view of the internal structure of this utility model.

[0016] In the diagram: 1. Dock platform body; 2. Load-bearing beam; 3. Mooring assembly; 301. Cantilever beam; 302. I-beam embedded in pile core; 303. Mooring component body; 304. Opening; 305. Connecting stirrup; 4. Reinforcing assembly; 401. Auxiliary reinforcing strip; 402. First stirrup; 5. Support assembly; 501. Supporting steel bar; 502. Steel channel; 6. Stirrup assembly; 601. Second stirrup; 602. Third stirrup; 603. Fourth stirrup; 604. Fifth stirrup. Detailed Implementation

[0017] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0018] Example 1 See Figures 1-4 This embodiment provides a reinforcement measure for the installation of a berthing component system, including a wharf platform body 1. The wharf platform body 1 is specifically a platform supported by reinforced concrete pillars. A load-bearing beam 2 is fixedly connected to the inner surface of the wharf platform body 1. The load-bearing beam 2 is embedded in the concrete wharf platform body 1. A berthing component 3 is set below the load-bearing beam 2. The berthing component 3 includes a cantilever beam 301, which is located below the load-bearing beam 2. Two I-beams 302 are fixedly connected between the cantilever beam 301 and the load-bearing beam 2. The berthing component body 303 is fixedly connected to the outer surface of the cantilever beam 301. The berthing component body 303 is used to withstand impact and squeezing forces when the ship berths. This is existing technology. A cofferdam system is set around the cantilever beam 301 and the berthing component body 303 for temporary support during installation. An opening 304 is opened at the top of the cantilever beam 301. The opening 304 is located at the end of the cofferdam system and the cantilever beam 301. A round steel bar is set through the opening 304 to hold the cofferdam system. A reinforcing component 4 is set below the berthing component body 303, and a supporting component 5 is set above the reinforcing component 4.

[0019] The reinforcing component 4 includes two auxiliary reinforcing strips 401, specifically an I-beam, which are positioned below the berthing component body 303.

[0020] The reinforcing component 4 also includes a first suspension rod 402, which is fixedly connected to the top of the auxiliary reinforcing strip 401.

[0021] The berthing component 3 also includes a connecting rod 305, which is fixedly connected between the cantilever beam 301 and the berthing component body 303. One end of the connecting rod 305 is welded to the outward extension bar of the berthing component body 303, and the other end is bent at the top of the load-bearing beam 2 and welded to the load-bearing beam 2.

[0022] When the above-mentioned equipment is used, during the installation of the berthing component body 303, the installation design position of the berthing component body 303 is marked at the cantilever position of the cantilever beam 301 and the steel cofferdam system. During the installation and fixing process of the berthing component body 303, the connecting rod 305 is welded to the berthing component body 303. The other end of the connecting rod 305 is bent at the top of the load-bearing beam 2 and welded to the load-bearing beam 2 to facilitate the strengthening of the cofferdam system.

[0023] Example 2 See Figures 1-4 Based on Embodiment 1, the support component 5 includes a support steel bar 501, which is fixedly connected to the upper end of the first lifting rod 402. A lifting rod assembly 6 is provided below the support steel bar 501 and above the support steel bar 501.

[0024] The suspension rod assembly 6 includes a second suspension rod 601 and a third suspension rod 602. The second suspension rod 601 is fixedly connected to the top of the steel channel 502, and the third suspension rod 602 is fixedly connected to the top of the supporting steel bar 501. The second suspension rod 601 and the third suspension rod 602 are fixedly connected to each other.

[0025] The suspension rod assembly 6 also includes a fourth suspension rod 603 and a fifth suspension rod 604, which are fixedly connected to the top of the support steel bar 501.

[0026] In practical use, the above-mentioned equipment uses the second lifting rod 601, the third lifting rod 602, the fourth lifting rod 603 and the fifth lifting rod 604 to suspend the two supporting steel bars 501 at the bottom for auxiliary reinforcement and anti-slip function. The steel channel 502 will reinforce the two supporting steel bars 501. By extending the steel channel 502 backward, it can simultaneously support the multiple berthing component bodies 303 under the wharf platform body 1, so as to facilitate further strengthening of its installation strength.

[0027] The installation, connection, or setting methods disclosed in this embodiment are all common mechanical connection methods. As long as they can achieve their beneficial effects, they can be implemented. Therefore, this embodiment will not elaborate on their specific structural composition and working principle.

[0028] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A reinforcement measure for a berthing component installation cofferdam system, characterized in that: The system includes a wharf platform body (1), a load-bearing beam (2) is fixedly connected to the inner surface of the wharf platform body (1), and a berthing assembly (3) is provided below the load-bearing beam (2). The berthing component (3) includes a cantilever beam (301), which is located below the load-bearing beam (2). A pre-embedded I-beam (302) is fixedly connected between the cantilever beam (301) and the load-bearing beam (2). A berthing component body (303) is fixedly connected to the outer surface of the cantilever beam (301). An opening (304) is provided at the top of the cantilever beam (301). A reinforcing component (4) is provided below the berthing component body (303), and a supporting component (5) is provided above the reinforcing component (4).

2. The reinforcement measure for the berthing component installation cofferdam system according to claim 1, characterized in that: The reinforcing component (4) includes an auxiliary reinforcing strip (401), which is disposed below the berthing component body (303).

3. The reinforcement measure for the berthing component installation cofferdam system according to claim 2, characterized in that: The reinforcing component (4) also includes a first suspension rod (402), which is fixedly connected to the top of the auxiliary reinforcing strip (401).

4. The reinforcement measure for the berthing component installation cofferdam system according to claim 1, characterized in that: The berthing assembly (3) also includes a connecting rod (305), which is fixedly connected between the cantilever beam (301) and the berthing assembly body (303).

5. The reinforcement measure for the berthing component installation cofferdam system according to claim 3, characterized in that: The support assembly (5) includes a support steel bar (501), which is fixedly connected to the upper end of the first lifting rod (402). A steel groove (502) is provided below the support steel bar (501), and a lifting rod assembly (6) is provided above the support steel bar (501).

6. The reinforcement measure for the berthing component installation cofferdam system according to claim 5, characterized in that: The suspension rod assembly (6) includes a second suspension rod (601) and a third suspension rod (602). The second suspension rod (601) is fixedly connected to the top of the steel channel (502), and the third suspension rod (602) is fixedly connected to the top of the supporting steel bar (501). The second suspension rod (601) and the third suspension rod (602) are fixedly connected to each other.

7. The reinforcement measure for the berthing component installation cofferdam system according to claim 6, characterized in that: The suspension rod assembly (6) further includes a fourth suspension rod (603) and a fifth suspension rod (604), which are fixedly connected to the top of the support steel bar (501).

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