A cap-and-stool tooling for ship block construction
Patent Information
- Application Number
- CN202521918989.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-08
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2035-09-08
AI Technical Summary
纯混凝土搁墩成本较低但存在明显缺陷:边角易因碰撞而破损,使用寿命短;表面硬度高,与分段外板直接接触时需加垫木保护,增加了工序;对于舭部、舷侧等具有复杂曲面的分段,无法提供有效支撑和固定,存在安全隐患
本实用新型提供一种船舶分段建造用盖帽式搁墩工装,通过可分离的钢结构盖帽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作为承力基础,又通过可移动的钢制盖帽提供了抗碰撞保护、兼容叉车转运、以及与支撑结构焊接的接口。具有以下具体优点:
Smart Images

Figure CN224690391U_ABST
Abstract
Claims
1. A cap-type pier fixture for ship section construction, characterized in that: The device includes a portable steel cap (1) and a concrete support (2). The portable steel cap (1) is detachably fitted onto the top of the concrete support (2). The portable steel cap (1) includes a top plate (1.1), which is rectangular. Side reinforcing plates (1.2) are welded below the edges of the four sides of the top plate (1.1) to form a groove with an open bottom. A cap handling handle (1.3) is provided on the side reinforcing plate (1.2) below the short side of the top plate (1.1). The cap handling handle (1.3) is vertically welded to the outer side of the side reinforcing plate (1.2). The two cap handling handles (1.3) are symmetrically arranged on opposite sides of the portable steel cap (1). The concrete cement pier (2) includes a pier body (2.1), with two loader insertion holes (2.2) on the lower part of its opposite sides, the loader insertion holes (2.2) penetrating the concrete cement pier (2); the inner cavity size of the steel structure portable cap (1) matches the top size of the concrete cement pier (2) inside and out, and can be directly covered on the concrete cement pier (2), relying on its own weight to maintain stability.
2. The cap-type pier fixture for ship section construction according to claim 1, characterized in that: The perimeter of the forklift insertion hole (2.2) is welded with L-shaped protective angle steel (2.3) to prevent the concrete from being damaged by the forks.
3. The cap-type pier fixture for ship section construction according to claim 1, characterized in that: The thickness of the top plate (1.1) and the side reinforcing plate (1.2) is not less than 11 mm.
4. The cap-type pier fixture for ship section construction according to claim 1, characterized in that: The pier body (2.1) is a precast rectangular reinforced concrete structure.
5. The cap-type pier fixture for ship section construction according to claim 1, characterized in that: The pier body (2.1) is a precast truncated square reinforced concrete structure; the side reinforcing plate (1.2) welded below the top plate (1.1) is inclined outward, and the included angle between the side reinforcing plate (1.2) and the top plate (1.1) is 90°~120°, and its inclination angle matches the inclination angle of the conical surface of the pier body (2.1).
6. The cap-type pier fixture for ship section construction according to claim 1, characterized in that: It also includes a supporting structure (3) and a segmented support seat (4). When used in the non-straight area of the linear segment (5), the segmented support seat (4) is pre-welded to the strong structural position of the outer plate of the linear segment (5). The supporting structure (3) is set below the segmented support seat (4). The segmented support seat (4) is connected to the steel structure portable cap (1) through the supporting structure (3). The steel structure portable cap (1) is placed on the concrete cement pier (2). The lower end of the supporting structure (3) is welded to the middle area of the top plate (1.1) of the steel structure portable cap (1), and the upper end is supported directly below the segmented support seat (4) to achieve rigid support.
7. The cap-type pier fixture for ship section construction according to claim 6, characterized in that: The top surface of the top plate (1.1) has a prefabricated standardized connection interface in the middle area.
8. A cap-type pier fixture for ship section construction according to claim 7, characterized in that: The supporting structural component (3) is an adjustable support column module. The bottom plate of the adjustable support column module is detachably connected to the steel structure portable cap (1) through the connection interface prefabricated on the top plate (1.1).
9. A cap-type pier fixture for ship section construction according to claim 1, characterized in that: On the top surface of the concrete cement pier (2) and the inner side of the steel structure portable cap (1), there are mutually attractive magnet components or mutually cooperating positioning pin and pin hole components.
10. A cap-type pier fixture for ship section construction according to claim 1, characterized in that: The portable cap (1) of the steel structure has a toolbox or warning sign insert integrated on the cap handling handle (1.3).