Platform docking combination docking block

Abstract

The utility model discloses a platform docking combination docking block which comprises a plurality of docking block units, and adjacent docking block units in the width direction of the docking block units are connected through connecting pieces. The docking block unit comprises a lower docking block arranged at the bottom, an upper docking block is arranged at the top of the lower docking block in an overlapping manner, and a wooden block is arranged at the top of the upper docking block; and the lower docking block and the upper docking block are cement docking blocks. According to the utility model, a steel docking block is not manufactured any more, and the combined docking block is formed by utilizing the existing cement docking block piling mode and reinforcing by using the connecting piece, so that the strength and the stability of the docking block are ensured, a large amount of manpower, material resources and financial resources are saved, a large amount of time is saved, and the docking requirement of a platform is met.

Description

Technical Field

[0001] The utility model belongs to the technical field of shipbuilding, and particularly relates to a combined dock pier for platform docking. Background Art

[0002] The height of a ship dock pier is generally 1.5 - 2.0 meters, while when some platforms are docked, dock piers about 3 meters high need to be arranged. Currently, the conventional method is to design and manufacture steel dock piers with appropriate heights for use as dock piers for platform docking. The weight of each steel dock pier is about 1.5 tons. According to the main dimensions of the platform, 70 - 100 docking dock piers need to be manufactured when the platform is docked, which requires 105 - 150 tons of steel materials, and also consumes a large amount of manpower, material resources, and financial resources, and the cycle is also very long.

[0003] Based on this, the present application proposes a combined dock pier for platform docking, which no longer manufactures steel dock piers, but uses the existing method of piling up cement dock piers and uses connecting pieces for reinforcement to form a combined dock pier, ensuring the strength and stability of the dock pier, saving a large amount of manpower, material resources, and financial resources, saving a large amount of time, and meeting the requirements for platform docking. Content of the Utility Model

[0004] The purpose of the utility model is to overcome the above-mentioned deficiencies of the prior art and provide a combined dock pier for platform docking.

[0005] To achieve the above purpose, the utility model adopts the following technical solutions:

[0006] A combined dock pier for platform docking includes several dock pier units, and adjacent dock pier units in the width direction of the dock pier unit are connected by connecting pieces;

[0007] The dock pier unit includes a lower dock pier arranged at the bottom, an upper dock pier is superimposed on the top of the lower dock pier, and a wooden pier is arranged on the top of the upper dock pier;

[0008] Both the lower dock pier and the upper dock pier are cement dock piers.

[0009] Preferably, the connecting piece includes several scaffold connecting round tubes, and through holes for the corresponding scaffold connecting round tubes to vertically pass through are arranged on the lower dock pier and the upper dock pier.

[0010] Preferably, the connecting piece includes four scaffold connecting round tubes distributed in a rectangle. The two upper scaffold connecting round tubes are located at the middle position in the height direction of the upper dock pier, and the two lower scaffold connecting round tubes are located at the middle position in the height direction of the lower dock pier.

[0011] Preferably, two scaffold vertical round tubes are respectively arranged on the two end faces in the width direction of the dock pier unit;

[0012] The two vertical scaffold circular tubes on each end face of the dock pier unit clamp four scaffold connecting circular tubes in the front-back direction;

[0013] A fixed connection is provided between the vertical scaffold circular tube and the corresponding scaffold connecting circular tube.

[0014] Preferably, the vertical scaffold circular tube and the corresponding scaffold connecting circular tube are connected by scaffold fasteners.

[0015] Preferably, two horizontal scaffold circular tubes are respectively arranged on the two end faces in the width direction of the dock pier unit;

[0016] Among the two horizontal scaffold circular tubes on each end face of the dock pier unit, one reinforced horizontal scaffold circular tube supports on the two upper scaffold connecting circular tubes, and the other reinforced horizontal scaffold circular tube supports on the two lower scaffold connecting circular tubes;

[0017] A fixed connection is provided between the horizontal scaffold circular tube and the corresponding scaffold connecting circular tube.

[0018] Preferably, the horizontal scaffold circular tube and the corresponding scaffold connecting circular tube are connected by scaffold fasteners.

[0019] Preferably, cross braces are fixedly arranged between the two front scaffold connecting circular tubes and between the two rear scaffold connecting circular tubes.

[0020] Preferably, the cross brace and the corresponding scaffold connecting circular tube are connected by scaffold fasteners.

[0021] The beneficial effects of the present utility model are as follows:

[0022] The present utility model no longer manufactures steel dock piers. By using the existing method of piling up cement dock piers and using connecting pieces for reinforcement to form a combined dock pier, the strength and stability of the dock pier are ensured, a large amount of manpower, material resources and financial resources are saved, a large amount of time is saved, and the requirements for the platform to enter the dock are met. Description of the Drawings

[0023] The specification drawings forming a part of this application are used to provide a further understanding of this application. The schematic embodiments of this application and their descriptions are used to explain this application and do not constitute an improper limitation to this application.

[0024] Figure 1 It is the main structural schematic view of the combined dock pier for the platform to enter the dock of the present utility model;

[0025] Figure 2 It is the side structural schematic view of the combined dock pier for the platform to enter the dock of the present utility model;

[0026] Wherein:

[0027] 1 - Lower dock pier, 2 - Upper dock pier, 3 - Wooden pier, 4 - Scaffold connecting round pipe, 5 - Scaffold vertical round pipe, 6 - Scaffold horizontal round pipe, 7 - Diagonal brace. Detailed implementation manners

[0028] It should be noted that the following detailed descriptions are all illustrative and are intended to provide further explanations for this application. Unless otherwise specified, all technical and scientific terms used herein have the same meaning as commonly understood by those of ordinary skill in the technical field to which this application belongs.

[0029] It should be noted that the terms used herein are only for describing the specific implementation manners and are not intended to limit the exemplary implementation manners according to this application. As used herein, unless the context clearly indicates otherwise, the singular forms are also intended to include the plural forms. In addition, it should be understood that when the terms "include" and / or "comprise" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[0030] In this utility model, terms such as "upper", "lower", "bottom", "top", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. They are only relational terms determined for facilitating the description of the structural relationships of various components or elements of this utility model and do not specifically refer to any component or element in this utility model and should not be construed as a limitation to this utility model.

[0031] In this utility model, terms such as "connected" and "joined" should be understood in a broad sense, indicating that it can be a fixed connection, an integral connection or a detachable connection; it can be directly connected or indirectly connected through an intermediate medium. For those relevant scientific research or technical personnel in this field, the specific meanings of the above terms in this utility model can be determined according to specific circumstances and should not be construed as a limitation to this utility model.

[0032] The following further illustrates this utility model with reference to the drawings and embodiments.

[0033] As Figure 1-2 shown, a combined dock pier for platform docking includes a number of dock pier units, and adjacent dock pier units in the width direction of the dock pier units are connected by connectors;

[0034] The dock pier unit includes a lower dock pier 1 arranged at the bottom, an upper dock pier 2 is stacked on the top of the lower dock pier 1, and a wooden pier 3 is arranged on the top of the upper dock pier 2;

[0035] Both the lower dock pier 1 and the upper dock pier 2 are cement dock piers.

[0036] Preferably, the connecting member includes a number of scaffolding connecting round tubes 4, and through holes for the corresponding scaffolding connecting round tubes 4 to vertically pass through are provided on the lower dock pier 1 and the upper dock pier 2.

[0037] Preferably, the connecting member includes four scaffolding connecting round tubes 4 distributed in a rectangle. The upper two scaffolding connecting round tubes 4 are located at the middle position in the height direction of the upper dock pier 2, and the lower two scaffolding connecting round tubes 4 are located at the middle position in the height direction of the lower dock pier 1.

[0038] Preferably, two scaffolding vertical round tubes 5 are respectively arranged on two end faces in the width direction of the dock pier unit;

[0039] The two scaffolding vertical round tubes 5 on each end face of the dock pier unit clamp the four scaffolding connecting round tubes 4 in the front-rear direction;

[0040] The scaffolding vertical round tube 5 is fixedly connected to the corresponding scaffolding connecting round tube 4.

[0041] Preferably, the scaffolding vertical round tube 5 is connected to the corresponding scaffolding connecting round tube 4 through a scaffolding fastener.

[0042] Preferably, two scaffolding horizontal round tubes 6 are respectively arranged on two end faces in the width direction of the dock pier unit;

[0043] Among the two scaffolding horizontal round tubes 6 on each end face of the dock pier unit, one reinforcing scaffolding horizontal round tube 6 supports on the upper two scaffolding connecting round tubes 4, and the other reinforcing scaffolding horizontal round tube 6 supports on the lower two scaffolding connecting round tubes 4;

[0044] The scaffolding horizontal round tube 6 is fixedly connected to the corresponding scaffolding connecting round tube 4.

[0045] Preferably, the scaffolding horizontal round tube 6 is connected to the corresponding scaffolding connecting round tube 4 through a scaffolding fastener.

[0046] Preferably, diagonal braces 7 are fixedly arranged between the two front-side scaffolding connecting round tubes 4 and between the two rear-side scaffolding connecting round tubes 4.

[0047] Preferably, the diagonal brace 7 is connected to the corresponding scaffolding connecting round tube 4 through a scaffolding fastener.

[0048] A combined dock pier for platform docking has the following specific implementation manners:

[0049] First, place a lower dock pier 1 on the ground, then place an upper dock pier 2 on the lower dock pier 1, and place a wooden pier 3 on the upper dock pier 2 to form a dock pier unit; place a number of dock pier units according to the above steps at the designed placement positions; connect adjacent dock pier units in the width direction of the dock pier unit with connectors to form a combined dock pier.

[0050] This application no longer manufactures steel dock piers. By using the method of piling up existing cement dock piers and using connectors for reinforcement to form a combined dock pier, the strength and stability of the dock pier are ensured, a large amount of manpower, material resources, and financial resources are saved, a large amount of time is saved, and the requirements for the platform to enter the dock are met.

[0051] Although the specific implementation manners of the present utility model have been described above in conjunction with the accompanying drawings, it is not a limitation to the present utility model. Those skilled in the art should understand that on the basis of the technical solutions of the present utility model, various modifications or deformations that can be made by those skilled in the art without creative efforts are still within the protection scope of the present utility model.

Claims

1. A platform docking combined dock, characterized in that: It comprises a plurality of docking pier units, and adjacent docking pier units along the width direction of the docking pier units are connected by connecting pieces; The dock unit comprises a lower dock arranged at the bottom, an upper dock is superimposed on the top of the lower dock, and a wooden pier is arranged on the top of the upper dock; The lower dock pier and the upper dock pier are both cement dock piers.

2. The platform docking combined docking pier according to claim 1, characterized in that: The connecting piece comprises a plurality of scaffolding connecting round tubes, and the lower dock pier and the upper dock pier are provided with through holes for the corresponding scaffolding connecting round tubes to vertically pass through.

3. The platform docking combined docking pier according to claim 2, characterized in that: The connecting piece comprises four scaffolding connecting circular tubes distributed in a rectangular shape, the two upper scaffolding connecting circular tubes are located in the middle of the height direction of the upper dock pier, and the two lower scaffolding connecting circular tubes are located in the middle of the height direction of the lower dock pier.

4. The platform docking combined docking pier according to claim 3, characterized in that: Two vertical circular tubes of scaffolding are respectively arranged on the two end faces in the width direction of the dock unit; Two scaffolding vertical round tubes on each end surface of the docking unit clamp four scaffolding connecting round tubes in the front-to-back direction; The scaffolding vertical circular tubes are fixedly connected to the corresponding scaffolding connecting circular tubes.

5. The platform docking combined docking pier according to claim 4, characterized in that: The scaffolding vertical round tubes are connected to the corresponding scaffolding connecting round tubes through scaffolding fasteners.

6. The platform docking combined docking pier according to claim 4, characterized in that: Two scaffolding transverse circular tubes are respectively arranged on the two end faces in the width direction of the dock unit; Of the two scaffolding transverse circular tubes on each end surface of the dock unit, one reinforced scaffolding transverse circular tube is supported on the two scaffolding connecting circular tubes at the upper portion, and the other reinforced scaffolding transverse circular tube is supported on the two scaffolding connecting circular tubes at the lower portion; The scaffolding transverse circular tubes are fixedly connected to corresponding scaffolding connecting circular tubes.

7. The platform docking combined docking pier according to claim 6, characterized in that: The scaffolding transverse circular tubes are connected to the corresponding scaffolding connecting circular tubes through scaffolding fasteners.

8. The platform docking combined docking pier according to claim 6, characterized in that: Scissor braces are fixedly arranged between two scaffolding connecting round tubes on the front side and between two scaffolding connecting round tubes on the rear side.

9. The platform docking combined docking pier according to claim 8, characterized in that: The scissors brace is connected to the corresponding scaffold connecting round tube via a scaffold fastener.

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