PCTC deck structure binding hole handrail fixing base tool
By designing the PCTC deck structure lashing hole railing fixing base tooling, the problem of railing shaking during PCTC ship construction was solved, and the railing was firmly fixed and the construction efficiency was improved.
Patent Information
- Application Number
- CN202422694915.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-05
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-11-05
AI Technical Summary
During the construction of PCTC ships, existing tooling is unable to effectively fix the guardrails, causing them to shake and affecting safety. The tools also require repeated removal and re-installation, increasing safety risks.
A fixture for fixing the railings on the lashing holes of PCTC deck structures is designed. The fixture structure consists of vertical insertion rods, fixing plates, and clamp columns. The railings are fixed by inserting them into the deck lashing holes to ensure stability.
It achieves stable fixation of the railing, avoids shaking, reduces safety risks, reduces repeated operations, and improves construction efficiency and safety.
Smart Images

Figure CN223457089U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the field of shipbuilding technology equipment, in particular to a PCTC deck structure binding hole guardrail fixing base tool. BACKGROUND
[0002] In shipbuilding, there are some differences in the erection process of the section edge guardrail between conventional ship types and PCTC (Pure Car and Truck Carrier) ships. Conventional ship types usually use a clamp type guardrail erection process, but for the case of thin plate type PCTC ship deck section structure, the guardrail is fixed and shakes with the thin plate. Although the existing tool can install and erect the guardrail, it cannot guarantee safety protection.
[0003] The characteristics of the thin plate type PCTC ship deck section structure make the guardrail shake after being fixed, which poses a safety hazard. The vibration of the thin plate structure may affect the stability of the guardrail, increasing the safety risk of the crew during work. The section edge needs to be cut with a margin, which requires the guardrail to be removed first during construction, and then re-erected after construction is completed. This operation method has safety hazards because the instability of the guardrail during the removal and re-erection stages may cause accidents, and there is a lack of necessary safety protection measures. CONTENT OF THE INVENTION
[0004] In order to both fix on the deck without slipping off and not affect the cutting of the section edge margin, the present application provides a PCTC deck structure binding hole guardrail fixing base tool.
[0005] The PCTC deck structure binding hole guardrail fixing base tool provided by the present application adopts the following technical solution:
[0006] A PCTC deck structure binding hole guardrail fixing base tool, comprising an insertion rod arranged vertically, a fixed plate fixedly connected to the top end of the insertion rod, a clamp stand column arranged vertically on one side of the fixed plate, and a connecting assembly fixedly connecting the fixed plate and the clamp stand column.
[0007] Optionally, a support groove is formed at the position of the top end of the insertion rod relative to the fixed plate, the fixed plate is located inside the support groove, and the side wall of the fixed plate extends from the side wall of the support groove.
[0008] Optionally, the groove depth of the support groove is 50 mm, and the height of the fixed plate is 150 mm.
[0009] Optionally, a reinforcing rib plate is fixedly connected to the end of the fixed plate, and the reinforcing rib plate is arranged vertically to the fixed plate.
[0010] Optionally, the connecting assembly comprises a connecting clamp, the connecting clamp is sleeved outside the fixed plate, one end of the connecting clamp is screw-connected with a connecting stud in a horizontal manner, the end of the connecting stud abuts against the side wall of the fixed plate, and the connecting clamp is fixedly connected with the clamp column.
[0011] Optionally, the connecting clamp is located between the opposite reinforcing rib plates, and the side wall of the connecting clamp is opposite to the side wall of the reinforcing rib plate.
[0012] Optionally, the top end side wall of the fixed plate is arranged in a horizontal manner, and the side wall of the connecting clamp opposite to the top end side wall of the fixed plate is parallel to the top end side wall of the fixed plate.
[0013] Optionally, the clamp column comprises a connecting rod arranged in a vertical manner, and the connecting rod is fixedly connected with a connecting sheet, and the connecting sheet is provided with an insertion hole arranged in a horizontal manner.
[0014] Optionally, a plurality of rail fixing base toolings are arranged along the deck segment edges, and the bottom end of the insertion rod extends into the binding hole of the deck segment edge.
[0015] Optionally, the spacing between two adjacent rail fixing base toolings is 3 m.
[0016] In summary, the present application has at least one of the following beneficial technical effects:
[0017] 1. The edge is not deformed, and the structure is not damaged and corrected;
[0018] 2. Without repeated assembly and disassembly, the labor hours are wasted, the cost is reduced, and the efficiency is increased;
[0019] 3. The essential safety is improved, and the construction in the unprotected state is avoided;
[0020] 4. The insertion rod is fixed by using the self-weight, and the efficiency of deck reverse top sanding and painting is improved. BRIEF DESCRIPTION OF DRAWINGS
[0021] Figure 1 FIG. 1 is a schematic view of the overall structure of a rail fixing base tooling for a PCTC deck structure binding hole according to an embodiment of the present application.
[0022] Figure 2 FIG. 2 is a schematic view of the structure of an insertion rod of a rail fixing base tooling for a PCTC deck structure binding hole according to an embodiment of the present application.
[0023] Figure 3 FIG. 3 is a top view of the insertion rod of the rail fixing base tooling for the PCTC deck structure binding hole according to the embodiment of the present application.
[0024] Explanation of reference signs: 1, insertion rod; 11, support groove; 2, fixed plate; 21, reinforcing rib plate; 3, connecting clamp; 31, connecting stud; 4, chuck stand; 41, connecting rod; 42, connecting sheet; 43, insertion hole. DETAILED DESCRIPTION
[0025] In order to enable the above-mentioned purposes, features and advantages of the present application to be more clearly understood, the present application will be further described below in conjunction with the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.
[0026] In the following description, many specific details are set forth in order to provide a thorough understanding of the present application, but the present application can also be practiced in other ways different from those described herein, and therefore, the scope of protection of the present application is not limited by the specific embodiments disclosed below.
[0027] In shipbuilding, there are some differences between conventional ship types and PCTC (Pure Car and Truck Carrier) ships in the erection process of the fender rail at the section edge. The conventional ship type usually adopts a chuck-type fender rail erection process, but for the case of thin plate type of PCTC ship deck section structure, the fender rail shakes after being fixed, and although the existing tooling can install and erect the fender rail, it cannot guarantee the safety of the fender.
[0028] The characteristics of the thin plate type of PCTC ship deck section structure make the fender rail shake after being fixed, which poses a safety hazard. The vibration of the thin plate structure can affect the stability of the fender rail, increasing the safety risk of the crew during work. The section edge needs to be cut with a margin, which requires the fender rail to be removed first during construction, and then re-erected after the construction is completed. This operation method poses a safety hazard, because during the removal and re-erection stage, the instability of the fender rail can cause accidents, and there is a lack of necessary safety protection measures.
[0029] In order to both fix it on the deck without slipping off and not affect the cutting of the section edge margin, the present application provides a PCTC deck structure binding hole fender rail fixing base tooling.
[0030] The following will be described in detail with reference to the accompanying drawings Figures 1-3 The present application will be further described in detail.
[0031] The embodiments of the present application disclose a PCTC deck structure binding hole fender rail fixing base tooling. Referring to Figure 1The utility model provides a kind of PCTC deck structure binding hole rail fixed base tooling, including the insertion rod 1 of vertical arrangement, insertion rod 1 is rod structure, and support groove 11 is horizontally opened at the top of insertion rod 1, support groove 11 is along the horizontal direction and the side wall of insertion rod 1 is completely penetrated, and the top of support groove 11 is communicated with the top side wall of insertion rod 1.
[0032] Referring to Figure 2 、 Figure 3 , fixed plate 2 is horizontally arranged in the inside of support groove 11, the top of fixed plate 2 is from the inside of insertion slot, and fixed plate 2 is fixedly connected with insertion rod 1. Two ends in the horizontal direction of fixed plate 2 are provided with reinforcing rib plate 21 respectively, reinforcing rib plate 21 is vertically arranged, reinforcing rib plate 21 is perpendicular to fixed plate 2, and the two sides of reinforcing rib plate 21 are respectively from the side wall of fixed plate 2, and reinforcing rib plate 21 is fixedly connected with support plate. In some embodiments, the groove depth of support groove 11 is 50mm, and the height of fixed plate 2 is 150mm, the thickness of reinforcing rib plate 21 is 8mm, and the width of reinforcing rib plate 21 is 52mm.
[0033] Referring to Figure 1 、 Figure 2 , connecting clamp 3 is arranged between the two reinforcing rib plates 21 of fixed plate 2, and connecting clamp 3 is rectangular structure with bottom opening, and fixed plate 2 is inserted into the inside of connecting clamp 3 from the bottom opening of connecting clamp 3.
[0034] Connecting stud 31 is horizontally arranged on the vertical side wall of one side of connecting clamp 3, and connecting stud 31 is threadedly connected with connecting clamp 3, and the end of connecting stud 31 is inserted into the inside of opening and can be relatively abutted with the side wall of fixed plate 2. By rotating connecting stud 31, the end of connecting stud 31 is relatively abutted with the side wall of fixed plate 2, and then connecting clamp 3 is fixedly connected with fixed plate 2 by connecting stud 31.
[0035] Chuck stand 4 is vertically arranged on the side wall of connecting clamp 3, and chuck stand 4 is fixedly connected with the side wall of connecting clamp 3. Chuck stand 4 includes vertically arranged connecting rod 41, and the bottom end of connecting rod 41 is fixedly connected with connecting clamp 3.
[0036] Connecting piece 42 is fixedly connected on the side wall of connecting rod 41, and connecting piece 42 is arranged on the side wall of connecting rod 41 along the height direction, and the action side wall of multiple connecting pieces 42 is parallelly arranged. Plug hole 43 is horizontally opened on the action side wall of connecting piece 42, plug hole 43 is completely penetrated through the side wall of connecting piece 42, and plug hole 43 is used for inserting guardrail, so as to protect the operator.
[0037] The rail fixing base tooling is arranged along the edge of the deck section, and a plurality of rail fixing base tooling are arranged along the edge of the deck section, the bottom end of the insertion rod 1 of the rail fixing base tooling extends into the inside of the lashing hole of the deck, and the insertion tube is fixed relative to the deck at the position of the lashing hole, and the spacing between two adjacent rail fixing base tooling is 3m.
[0038] In the present application, the term "a plurality of" refers to at least two or at least two more, unless otherwise explicitly limited. The terms "mounting", "connecting", "connecting", "fixing" and the like should be understood in a broad sense, for example, "connecting" can be fixed connection, or detachable connection, or integral connection; "connecting" can be direct connection, or indirect connection through intermediate medium. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.
[0039] In the description of the present application, the description of the terms "one embodiment", "some embodiments", "a specific embodiment" and the like means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are contained in at least one embodiment or example of the present application. In the present application, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.
Claims
1. A PCTC deck structure lashing hole rail fixing base tooling characterized by: Including the vertical setting insertion rod (1), the top end of the insertion rod (1) is fixedly connected with the fixed plate (2), one side of the fixed plate (2) is vertically provided with the chuck column (4), and the fixed plate (2) and the chuck column (4) are fixedly connected through the connecting assembly.
2. The PCTC deck structure lashing well rail mounting fixture according to claim 1, characterized in that: The top end of the insertion rod (1) is provided with a support groove (11) relative to the position of the fixed plate (2), the fixed plate (2) is located inside the support groove (11), and the side wall of the fixed plate (2) extends from the side wall of the support groove (11).
3. The PCTC deck structure lashing well rail mounting fixture according to claim 2, characterized in that: The groove depth of the support groove (11) is 50mm, and the height of the fixed plate (2) is 150mm.
4. The PCTC deck structure lashing well rail mounting fixture of claim 1, wherein: The end of the fixed plate (2) is fixedly connected with the reinforcing rib plate (21), and the reinforcing rib plate (21) is vertically arranged with the fixed plate (2).
5. The PCTC deck structure lashing well rail mounting fixture according to claim 4, characterized in that: The connecting assembly comprises a connecting clamp (3), the connecting clamp (3) is sleeved on the outside of the fixed plate (2), one end of the connecting clamp (3) is horizontally screw connected with the connecting stud (31), the end of the connecting stud (31) abuts against the side wall of the fixed plate (2), and the connecting clamp (3) is fixedly connected with the chuck column (4).
6. The PCTC deck structure lashing well rail mounting fixture according to claim 5, characterized in that: The connecting clamp (3) is located between the opposite reinforcing rib plates (21), and the side wall of the connecting clamp (3) is opposite to the side wall of the reinforcing rib plate (21).
7. The PCTC deck structure lashing well rail mounting fixture according to claim 5, characterized in that: The top end side wall of the fixed plate (2) is horizontally arranged, and the side wall of the connecting clamp (3) opposite to the top end side wall of the fixed plate (2) is parallel to the top end side wall of the fixed plate (2).
8. The PCTC deck structure lashing well rail mounting fixture of claim 1, wherein: The chuck column (4) comprises a vertically arranged connecting rod (41), the connecting rod (41) is fixedly connected with a connecting piece (42), and a plug-in hole (43) is horizontally formed in the connecting piece (42).
9. A PCTC deck structure lashing well railing fixture according to any one of claims 1-8, characterized in that: The rail fixed base tool is arranged along the deck section edge, the bottom end of the insertion rod (1) is inserted into the binding hole of the deck section edge.
10. The PCTC deck structure lashing well rail mounting fixture according to claim 9, characterized in that: The spacing between two adjacent rail fixed base tools is 3m.