A device for building a ship section
Patent Information
- Application Number
- CN202521875928.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-02
- Publication Date
- 2026-09-18
- Estimated Expiration
- 2035-09-02
AI Technical Summary
(1)在吊装、转运和使用过程中易发生碰撞导致边角破损甚至结构开裂,使用寿命短;
本实用新型提供一种船舶分段建造用搁墩装置,通过钢结构外包框架与混凝土本体的组合,既利用了混凝土的高抗压性和低成本,又通过钢结构提高了整体抗碰撞、抗冲击能力,实现了吊装与叉车转运的兼容性,并可方便地与分段进行焊接固定,尤其适用于非平直区域分段的支撑与固定。具有以下具体优点:
Smart Images

Figure CN224766989U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of shipbuilding technology, and in particular to a pier device for ship section construction. Background Technology
[0002] In the segmented construction of ships and marine engineering structures, piers are crucial tooling facilities used to support and secure the segments. Traditional piers are mostly made of pure concrete, which presents the following problems: (1) During hoisting, transportation and use, collisions are likely to occur, resulting in damage to the edges and corners or even structural cracks, and the service life is short; (2) For sections with complex curved surfaces such as bilges and sides, pure concrete piers cannot provide effective support and rigid fixation, posing safety hazards; (3) Concrete piers are inconvenient to lift and transport, and usually require forklifts. However, gantry cranes are difficult to lift and transport, resulting in low efficiency and easy damage.
[0003] Therefore, there is an urgent need to develop a new type of pier device that combines collision resistance, easy hoisting, and adaptability to rigid fixing of linear segments, so as to improve the safety, efficiency, and reusability of equipment and facilities in segmented construction. Summary of the Invention
[0004] The purpose of this utility model is to overcome the above-mentioned shortcomings and provide a ship pier device for segmented construction, a combined steel-concrete pier device for supporting, fixing and transferring segments during the segmented construction of a ship.
[0005] The purpose of this utility model is achieved as follows: A pier device for ship section construction includes an outer frame and a concrete pier, wherein the outer frame covers the outside of the concrete pier; the outer frame includes a cuboid frame composed of a top plate, four column angle steels and four anchor angle steels, the four column angle steels are arranged vertically, and the bottom ends of two adjacent column angle steels are connected by anchor angle steels, and the top plate is provided on the top of the column angle steels. A reinforcing plate is provided between the middle of two adjacent column angle steels; a top reinforcing plate is provided vertically below the four sides of the top plate, and a side reinforcing plate is provided between the top reinforcing plate below the long side of the top plate and the anchor angle steel. The side reinforcing plate is located between the middle of the top reinforcing plate and the anchor angle steel; a bottom reinforcing plate is provided between two opposite column angle steels, and the bottom reinforcing plate is located between the middle of the two column angle steels. The two bottom reinforcing plates are arranged in a cross shape on the bottom surface of the outer frame. The front of the concrete pier has two oppositely arranged pier loader insertion holes, which penetrate the concrete pier.
[0006] Furthermore, four hoisting eye rings are symmetrically welded to the four corners of the top surface of the outer frame.
[0007] Furthermore, the lifting eye ring is set at both ends of the top reinforcing plate below the short side of the top plate, which facilitates the connection of the gantry crane hook.
[0008] Furthermore, the web thickness of the column angle steel and the anchor angle steel is not less than 12mm, and the height is not less than 150mm.
[0009] Furthermore, the thickness of the top plate, top reinforcing plate, perimeter reinforcing plate, side reinforcing plate, and bottom reinforcing plate is not less than 12mm.
[0010] Furthermore, it also includes supporting structural components, which are used to support the connecting linear segments and the pier device when used in non-straight areas of linear segments.
[0011] Furthermore, the top surface of the top plate has a pre-fabricated standardized connection interface in the central area. Furthermore, the supporting structural component is an adjustable supporting column, and the bottom surface of the adjustable supporting column is detachably connected to the outer frame through a connection interface prefabricated on the top plate.
[0012] Furthermore, the top surface of the adjustable support column is provided with a bracket for supporting the linear segments.
[0013] Furthermore, the outer wall of the outer frame is also fitted with anti-collision strips.
[0014] Compared with the prior art, the beneficial effects of this utility model are: This utility model provides a support pier device for ship section construction. Through the combination of a steel structure outer frame and a concrete body, it utilizes the high compressive strength and low cost of concrete while improving the overall collision and impact resistance through the steel structure. It achieves compatibility with hoisting and forklift transportation and can be easily welded and fixed to the sections, making it particularly suitable for supporting and fixing sections in non-straight areas. It has the following specific advantages: (1) Strong anti-collision performance: The steel structure outer frame effectively protects the concrete body from collision damage during hoisting, transportation and use, and extends its service life.
[0015] (2) High adaptability: Various support structures (round pipes, H-beams, etc.) can be welded to the top of the frame to flexibly adapt to the support and rigid fixation requirements of the bilge, side and other linear sections, thereby improving safety.
[0016] (3) Convenient transportation: It integrates lifting eye ring and forklift insertion hole, is compatible with gantry crane lifting and forklift handling, has strong site adaptability and high transportation efficiency.
[0017] (4) The structure is sturdy and durable: the steel frame is combined with the concrete body, which has good overall rigidity, high load-bearing capacity, and can be reused, thus reducing the overall cost of use.
[0018] (5) Standardization and aesthetics: The shape is neat and uniform, which facilitates on-site fixed-position management and improves the cleanliness and safety of the work site. Attached Figure Description
[0019] Figure 1 This is a schematic diagram of the overall structure of this utility model.
[0020] Figure 2 This is a schematic diagram of the outer frame of this utility model.
[0021] Figure 3 This is a front view of the concrete cement pier of this utility model.
[0022] Figure 4 This is a side view of the concrete cement pier of this utility model.
[0023] Figure 5 This is a top view of the concrete cement pier of this utility model.
[0024] Figure 6 This is a schematic diagram of the linear segmented placement of this utility model.
[0025] in: 1. Outer frame, 1.1. Top plate, 1.2. Angle steel column, 1.3. Anchor angle steel, 1.4. Top reinforcing plate, 1.5. Side reinforcing plate, 1.6. Bottom reinforcing plate, 1.7. Lifting eye ring, 1.8. Concrete cement pier, 2.1. Pier forklift insertion hole, 2. Support structure, 3. Linear segment, 4. Wooden pad, 5. Detailed Implementation
[0026] To better understand the technical solution of this utility model, a detailed description will be provided below in conjunction with relevant illustrations. It should be understood that the specific embodiments described below are not intended to limit the specific implementation of the technical solution of this utility model, but are merely possible implementations of the technical solution of this utility model. It should be noted that the descriptions of the positional relationships of the components herein, such as component A being located above component B, are based on the relative positions of the components in the illustrations and are not intended to limit the actual positional relationships of the components. Example 1
[0027] See Figure 1-6 , Figure 1 A structural schematic diagram of a ship pier device for segmented construction according to Embodiment 1 is shown. As shown in the figure, the ship pier device for segmented construction according to Embodiment 1 includes an outer frame 1 and a concrete pier 2, wherein the outer frame 1 covers the outside of the concrete pier 2; The outer frame 1 includes a cuboid frame consisting of a top plate 1.1, four upright angle steels 1.2 and four anchor angle steels 1.3. The four upright angle steels 1.2 are vertically arranged, and the bottom ends of two adjacent upright angle steels 1.2 are connected by anchor angle steels 1.3. The top plate 1.1 is provided on the top of the upright angle steels 1.2. A reinforcing plate 1.5 is provided between the middle of two adjacent column angle steels 1.2; a top reinforcing plate 1.4 is provided vertically below the four sides of the top plate 1.1, and a side reinforcing plate 1.6 is provided between the top reinforcing plate 1.4 below the long side of the top plate 1.1 and the anchor angle steel 1.3. The side reinforcing plate 1.6 is located between the middle of the top reinforcing plate 1.4 and the anchor angle steel 1.3; a bottom reinforcing plate 1.7 is provided between two opposite column angle steels 1.2, and the bottom reinforcing plate 1.7 is located between the middle of the two column angle steels 1.2. The two bottom reinforcing plates 1.7 are arranged in a cross shape on the bottom surface of the outer frame 1.
[0028] Four hoisting eye rings 1.8 are symmetrically welded at the four corners of the top surface of the outer frame 1. The hoisting eye rings 1.8 are set at both ends of the top reinforcing plate 1.4 below the short side of the top plate 1.1, which facilitates the connection of the gantry crane hook.
[0029] The web thickness of the column angle steel 1.2 and the anchor angle steel 1.3 shall not be less than 12mm and the height shall not be less than 150mm. The thickness of the top plate 1.1, the top reinforcing plate 1.4, the perimeter reinforcing plate 1.5, the side reinforcing plate 1.6 and the bottom reinforcing plate 1.7 shall not be less than 12mm.
[0030] The concrete cement pier 2 has two oppositely arranged pier forklift insertion holes 2.1 on its front side. The pier forklift insertion holes 2.1 penetrate the concrete cement pier 2 to facilitate forklift handling.
[0031] In this embodiment 1, a ship pier device for segmented construction is used in the non-straight area of the linear segment 4. A supporting structural member 3 is used to support and connect the linear segment 4 and the pier device. The supporting structural member 3 can be a round pipe, H-beam, or other supporting member. The top plate 1.1 of the outer frame 1 has a reinforced area in the middle of its top surface for welding support structure 3. This area is pre-set with welding pads or openings to facilitate welding with support structure 3 such as round pipes and H-beams, so as to achieve rigid fixation of the linear segment 4.
[0032] The straight area of the linear segment 4 can be constructed using either a ship section construction pier device as described in Embodiment 1 or a conventional cement concrete pier. Here, welding is not required between the pier and the bottom outer plate of the linear segment 4; a wooden block 5 can be installed to ensure that the outer plate of the linear segment 4 is not damaged. Example 2
[0033] This embodiment 2 relates to a ship section construction pier device, which differs from embodiment 1 in that: The top surface of the top plate 1.1 of the outer frame 1 is prefabricated with standardized connection interfaces, such as a series of threaded holes or positioning pin holes. Adjustable support columns of various heights are used to replace the support structure 3. The bottom surface of the adjustable support column is provided with an interface that matches the standardized connection interface on the top surface of the top plate 1.1. The adjustable support column and the top plate 1.1 can be quickly connected by bolts or pins.
[0034] The upper end of the adjustable support column is equipped with brackets of different shapes, such as V-shaped, flat, and curved, to adapt to the support requirements of different linear segments.
[0035] The outer wall of the outer frame 1 can also be fitted with anti-collision strips, which can be made of rubber or polyurethane to further reduce collision damage and noise during transportation. Example 3
[0036] This embodiment 3 relates to a ship section construction pier device, which differs from embodiment 1 in that: The internal pressure sensor of the concrete cement pier 2 is used to monitor the pressure load on the pier by the segment in real time; the tilt sensor is installed on the top plate 1.1 of the outer frame 1 to monitor the horizontal state of the pier and the stability after the segment is placed.
[0037] Data from pressure and tilt sensors are transmitted to the back-end monitoring system via a wireless transmission module, which can use ZigBee or LoRa, to enable real-time monitoring and early warning of the linear segment support status, further enhancing safety during the construction of large segments.
[0038] Working principle: This utility model discloses a pier device for ship section construction, including a combined steel outer frame and a concrete pier. The combined steel outer frame includes a top plate, four hoisting eye rings, four top reinforcing plates, four column angle steels, six perimeter reinforcing plates, four anchor angle steels, two side reinforcing plates and three bottom reinforcing plates. The concrete pier is provided with two pier loader insertion holes.
[0039] This utility model discloses a ship pier device for segmented ship construction, used in non-straight areas of linear segments. To ensure that the linear segment does not tilt during the overall assembly or final assembly stage, the new composite pier and segment are rigidly fixed by welding using supporting structural components such as round pipes or H-beams. The lower part of the aforementioned round pipes or H-beams is preferably located and welded to the middle area of the top of the new composite steel-concrete pier, while the upper part of the round pipes or H-beams is preferably located and welded to the strong structure at the intersection of the outer plate longitudinal ribs and solid rib plate structural frames of the linear segment.
[0040] like Figure 6 As shown, the straight section can utilize either the new composite pier or conventional cement concrete piers. There is no need for welding between the pier and the bottom outer plate of the section; only wooden blocks are needed to ensure that the outer plate of the section is not damaged.
[0041] This utility model discloses a pier device for ship section construction, belonging to the field of shipbuilding tooling technology. The device includes a concrete pier body and an outer steel frame covering it. The frame is welded from angle steel and steel plates, with a lifting eye ring at the top, and a forklift insertion hole on the concrete pier body. This utility model effectively prevents collision damage to the concrete body through the steel frame, while also accommodating gantry crane lifting and forklift handling functions. Furthermore, a supporting structure welded to the top of the frame can adapt to the rigid fixing requirements of linear sections. This device has advantages such as robust structure, collision resistance, convenient transportation, wide adaptability, and safety and reliability, significantly improving the support safety and operational efficiency of ship section construction.
[0042] The above are merely specific application examples of this utility model and do not constitute any limitation on the scope of protection of this utility model. All technical solutions formed by equivalent transformations or equivalent substitutions fall within the scope of protection of this utility model.
Claims
1. A block device for use in the block construction of a ship, characterised in that: The structure includes an outer frame (1) and a concrete pier (2), wherein the outer frame (1) covers the outside of the concrete pier (2); the outer frame (1) includes a cuboid frame consisting of a top plate (1.1), four column angle steels (1.2) and four anchor angle steels (1.3), wherein the four column angle steels (1.2) are vertically arranged, and the bottom ends of two adjacent column angle steels (1.2) are connected by anchor angle steels (1.3), and the top plate (1.1) is provided on the top of the column angle steels (1.2). A reinforcing plate (1.5) is provided between the middle of two adjacent column angle steels (1.2); a top reinforcing plate (1.4) is provided vertically below the four sides of the top plate (1.1); a side reinforcing plate (1.6) is provided between the top reinforcing plate (1.4) below the long side of the top plate (1.1) and the anchor angle steel (1.3); the side reinforcing plate (1.6) is located between the middle of the top reinforcing plate (1.4) and the anchor angle steel (1.3); a bottom reinforcing plate (1.7) is provided between two opposite column angle steels (1.2); the bottom reinforcing plate (1.7) is located between the middle of the two column angle steels (1.2); the two bottom reinforcing plates (1.7) are arranged in a cross shape on the bottom surface of the outer frame (1); The concrete cement pier (2) has two oppositely arranged pier loader insertion holes (2.1) on its front side, and the pier loader insertion holes (2.1) penetrate the concrete cement pier (2).
2. A bed device for the construction of a ship section according to claim 1, characterized in that: The outer frame (1) has four hoisting eye rings (1.8) symmetrically welded to the four corners of its top surface.
3. The ship pier device for segmented ship construction according to claim 2, characterized in that: The lifting eye ring (1.8) is set at both ends of the top reinforcing plate (1.4) below the short side of the top plate (1.1) to facilitate the connection of the gantry crane hook.
4. A bed device for the construction of a ship section according to claim 1, characterized in that: The web thickness of the column angle steel (1.2) and the anchor angle steel (1.3) shall not be less than 12mm and the height shall not be less than 150mm.
5. A bed device for ship block construction according to claim 1, characterized in that: The thickness of the top plate (1.1), top reinforcing plate (1.4), perimeter reinforcing plate (1.5), side reinforcing plate (1.6) and bottom reinforcing plate (1.7) shall not be less than 12 mm.
6. A bed device for ship block construction according to claim 1, characterized in that: It also includes a support structure (3), which is used to support the connection between the linear segment (4) and the pier device when the non-straight area of the linear segment (4) is used.
7. A block device for the construction of a ship section according to claim 6, characterised in that: The top surface of the top plate (1.1) has a prefabricated standardized connection interface in the middle area.
8. A ship pier device for segmented ship construction according to claim 7, characterized in that: The supporting structure (3) is an adjustable support column, and the bottom surface of the adjustable support column is detachably connected to the outer frame (1) through the connection interface prefabricated on the top plate (1.1).
9. A cradle assembly as claimed in claim 8, wherein: The top surface of the adjustable support column is provided with a bracket for supporting the linear segments.
10. A cradle assembly as claimed in claim 8, wherein: The outer wall of the outer frame (1) is also fitted with anti-collision strips.