Reinforcing structure for anchoring equipment of launching barge

By designing buoys, buoyancy towers, and fixing reinforcement devices on the launching barge, the structural strength of the anchoring equipment is enhanced, solving the stability and safety problems of traditional launching barges when ships enter and exit, and realizing simple and safe anchoring operations.

CN223686803UActive Publication Date: 2025-12-19GUANGDONG COSCO SHIPPING HEAVY IND CO LTD
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Patent Information

Application Number
CN202520174239.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-26
Publication Date
2025-12-19
Estimated Expiration
2035-01-26

AI Technical Summary

Technical Problem

Traditional barges require frequent towing and anchoring operations when ships are entering and leaving the barge, as well as during buoyancy operations, resulting in poor stability, low safety, and a high risk of mooring accidents.

Method used

Design a reinforced structure for a launching barge anchoring device, including a buoyancy box, a buoyancy tower, an anchoring device, and a fixing and reinforcing device. The structural strength of the anchoring device is enhanced by welding the fixing and reinforcing components to ensure that the vessel is fixed in the predetermined position.

Benefits of technology

It improves the operational stability and safety of the launching barge, avoids unsafe accidents caused by frequent anchoring, enhances the structural strength of the anchoring equipment, enables it to bear more load, and prevents it from falling off and being damaged.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model belongs to the technical field of ships, and particularly relates to a launching barge anchoring equipment reinforcing structure which comprises a launching barge. The launching barge comprises a buoyancy tank in the middle and buoyancy towers arranged at four corners of the buoyancy tank; anchoring equipment is arranged on the buoyancy tank, the anchoring equipment is used for fixing the launching barge in a water area, and the buoyancy tank comprises a buoyancy tank deck and a buoyancy tank end sealing plate; a fixing reinforcing device is arranged on the anchoring equipment and used for reinforcing the anchoring equipment. By arranging the anchoring equipment, when a ship is berthed, the anchoring equipment can fix the ship at a preset position and prevent the ship from drifting due to external force such as stormy waves, the structural strength of the anchoring equipment can be enhanced by arranging the fixing and reinforcing device, more loading force can be borne, and falling and damage caused by insufficient structural strength are prevented; the safety of the ship is influenced. The stable, safe and controllable operation of the ship entering and exiting the launching barge and the sinking and floating process is ensured, and the reinforcing structure of the launching barge anchoring equipment is reliable.
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Description

TECHNICAL FIELD

[0001] The utility model belongs to the field of measurement technology especially relates to a down river barge anchoring equipment reinforcing structure. BACKGROUND

[0002] In shipbuilding and repair engineering, the down river barge used in traditional design needs to be towed to a certain water area and anchored for mooring when the ship enters and exits the barge and submerges and floats. This requires frequent towing and anchoring operations, and the down river barge has poor stability, complex process and low safety due to the influence of the water environment, and mooring accidents are likely to occur. Therefore, a simple down river barge anchoring system and corresponding down river barge anchoring equipment reinforcing structure need to be designed and improved to ensure stable and safe operation during the process of the ship entering and exiting the down river barge and submerging and floating, and the down river barge anchoring equipment reinforcing structure is reliable, which changes the traditional unsafe operation status. SUMMARY

[0003] The utility model discloses a down river barge anchoring equipment reinforcing structure which aims to solve the technical problems in the background.

[0004] To achieve the above-mentioned purpose, the utility model embodiment provides a down river barge anchoring equipment reinforcing structure, which comprises a down river barge; the down river barge comprises a floating box in the middle and a buoyancy tower on four corners of the floating box; an anchoring equipment is arranged on the floating box, and the anchoring equipment is used for fixing the down river barge in the water area; the floating box comprises a floating box deck and a floating box end sealing plate; a fixed reinforcing device is arranged on the anchoring equipment, the fixed reinforcing device is used for reinforcing the anchoring equipment, and the anchoring equipment is welded on the floating box.

[0005] Optionally, the anchoring equipment comprises a gate chain stopper, a fairlead and an anchor chain; the gate chain stopper is arranged on the floating box deck, the fairlead is arranged on the floating box end sealing plate, the anchor chain passes through the fairlead and the gate chain stopper, and the gate chain stopper clamps the anchor chain.

[0006] Optionally, a fixed position is arranged on the floating box end sealing plate, and the fairlead is arranged on the fixed position.

[0007] Optionally, the gate chain stopper, the fairlead and the anchor chain are in the same plane position.

[0008] Optionally, the fixed reinforcing device comprises a first reinforcing component, a second reinforcing component and a third reinforcing component; the first reinforcing component is located at the position of the gate chain stopper and is used for reinforcing the structural strength at the position of the gate chain stopper; and the third reinforcing component is arranged at the position of the fairlead and is used for reinforcing the structural strength at the position of the fairlead.

[0009] Optionally, the first reinforcing component includes a pontoon deck stiffener, a pontoon deck longitudinal stiffener, and a pontoon deck toe stiffener; the pontoon deck stiffener, the pontoon deck longitudinal stiffener, and the pontoon deck toe stiffener assist in increasing the structural strength at the fluked stopper.

[0010] Optionally, the second reinforcing component includes a pontoon end cap stiffener and a pontoon end cap toe horizontal stiffener; the pontoon end cap stiffener and the pontoon end cap toe horizontal stiffener assist in increasing the structural strength at the fluked stopper.

[0011] Optionally, the third reinforcing component includes a pontoon end cap horizontal stiffener, a pontoon end cap vertical stiffener, a pontoon end cap lower end vertical stiffener, and a pontoon outer bottom longitudinal stiffener; the pontoon end cap horizontal stiffener, the pontoon end cap vertical stiffener, the pontoon end cap lower end vertical stiffener, and the pontoon outer bottom longitudinal stiffener assist in increasing the structural strength at the chock.

[0012] Optionally, the first reinforcing component, the second reinforcing component, and the third reinforcing component are all welded to the pontoon.

[0013] Compared with the prior art, the one or more technical solutions in the high sealing performance measurement provided by the embodiment of the utility model have at least one of the following technical effects:

[0014] By setting the anchoring equipment, when the ship is at anchor, the anchoring equipment can fix the ship at the predetermined position, prevent it from drifting due to wind and wave and other external forces, and by setting the fixed reinforcing device, the structural strength of the anchoring equipment can be enhanced, so that more load forces can be carried, and the safety of the ship is affected due to the insufficient structural strength and the damage caused by falling off. BRIEF DESCRIPTION OF DRAWINGS

[0015] In order to more clearly illustrate the technical solutions in the embodiments of the utility model, the following will briefly introduce the drawings needed to be used in the embodiments or the prior art description, and obviously, the drawings in the following description are only some embodiments of the utility model, and for those skilled in the art, other drawings can also be obtained without creative labor under the premise of the drawings.

[0016] Figure 1 It is a plane arrangement structure schematic view of the utility model.

[0017] Figure 2 It is a side view structure schematic view of the utility model.

[0018] Figure 3 It is a launching barge anchoring equipment structure schematic view of the utility model.

[0019] Figure 4 It is the structure section structure schematic view of the end sealing plate part of the utility model.

[0020] Figure 5 It is the structure schematic view around the utility model's shutter chain stopper.

[0021] Figure 6 It is the structure schematic view around the utility model's fairlead.

[0022] Figure 7 It is the structure schematic view of the longitudinal girder reinforcing structure of the utility model.

[0023] Figure 8 It is the structure schematic view of the longitudinal bone structure of the utility model.

[0024] In the drawings, various reference signs indicate:

[0025] 100, barge; 110, pontoon; 111, pontoon deck; 112, pontoon end sealing plate; 120, buoyancy tower;

[0026] 200, anchoring device; 210, shutter chain stopper; 220, fairlead; 230, anchor chain;

[0027] 310, first reinforcing assembly; 311, pontoon deck reinforcing plate; 312, pontoon deck longitudinal bone reinforcing material; 313, pontoon deck toe end reinforcing rib; 320, second reinforcing assembly; 321, pontoon end sealing plate reinforcing plate; 322, pontoon end sealing plate toe end horizontal reinforcing girder; 330, third reinforcing assembly; 331, pontoon end sealing plate horizontal reinforcing girder; 332, pontoon end sealing plate vertical reinforcing girder; 333, pontoon end sealing plate lower end vertical reinforcing material; 334, pontoon outer bottom longitudinal bone reinforcing material. DETAILED DESCRIPTION

[0028] The embodiments of the utility model are described in detail below, examples of the embodiments are shown in the drawings, wherein the same or similar reference signs represent the same or similar elements or elements with the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary and are intended to explain the embodiments of the utility model, and cannot be understood as a limitation of the utility model.

[0029] In the description of the embodiments of the utility model, it is understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the embodiments of the utility model and simplifying the description, and therefore cannot be understood as indicating or implying that the indicated device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation of the utility model.

[0030] In addition, the terms "first", "second" are only for descriptive purposes and cannot be understood to indicate or imply relative importance or imply the number of the indicated technical features. Therefore, the features defined as "first", "second" can explicitly or implicitly include one or more of the features. In the description of the embodiments of the present application, the meaning of "multiple" is two or more, unless otherwise explicitly specified and limited.

[0031] In the embodiments of the present application, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection", "fixing" and the like should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrated; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication or interaction relationship between two elements. For those skilled in the art, the specific meaning of the above terms in the embodiments of the present application can be understood according to the specific circumstances.

[0032] In one embodiment of the present application, according to Figures 1-8 As shown in the figure, a kind of anchoring equipment 200 reinforcing structure of barge 100, including barge 100;Barge 100 includes the buoyancy tank 110 in middle portion and the buoyancy tower 120 arranged at the four corners of buoyancy tank 110;Buoyancy tank 110 is equipped with anchoring equipment 200, anchoring equipment 200 is used to fix barge 100 in water area, buoyancy tank 110 includes buoyancy tank deck 111 and buoyancy tank end sealing plate 112;Fixed reinforcing device is arranged on anchoring equipment 200, and fixed reinforcing device is used to reinforce anchoring equipment 200.

[0033] Barge 100 in the use process of traditional operation, when ship enters and exits barge 100 operation in specific water area, barge 100 needs to frequently carry out anchoring operation.In the present case, barge 100 is arranged in fixed water area, i.e. fixed dock pit position, and the corresponding fixed anchoring equipment 200 is designed and arranged, which can be fixedly used in fixed water area position, and the operation is simple, safe and reliable, which avoids the operation efficiency reduction caused by repeated movement of barge 100, eliminates the unsafe accidents caused by frequent anchoring of barge 100, and improves the water area environment of barge 100 operation and improves the operation stability of barge 100.

[0034] Specifically, by arranging anchoring equipment 200, when the ship is at anchor, anchoring equipment 200 can fix the ship at a predetermined position to prevent it from drifting due to wind and waves and the like. By arranging the fixed reinforcing device, the structural strength of the anchoring equipment 200 can be enhanced, so that more load forces can be carried, and the safety of the ship can be affected due to insufficient structural strength.

[0035] It can be understood that the anchoring equipment 200 is welded on the pontoon 110.

[0036] In another embodiment of the utility model, according to Figures 3-5 As shown in the figure, the anchoring equipment 200 includes a flashboard chain stopper 210, a fairlead 220 and an anchor chain 230; the flashboard chain stopper 210 is arranged on the pontoon deck 111, the fairlead 220 is arranged on the pontoon end plate 112, the anchor chain 230 passes through the fairlead 220 and the flashboard chain stopper 210, and the flashboard chain stopper 210 clamps the anchor chain 230. A fixed position is arranged on the pontoon end plate, and the fairlead 220 is arranged on the fixed position. The flashboard chain stopper 210 is welded and fixed at the front and rear end positions of the pontoon deck 111, and the fairlead 220 is welded and fixed at the pontoon end plate 112 positions at the front and rear ends. The anchor chain 230 dynamically bears the tension during the anchoring process and is transmitted to the flashboard chain stopper 210 and the fairlead 220. The positions of the flashboard chain stopper 210 and the fairlead 220 are simultaneously stressed, and the structure needs to be strengthened to prevent damage or separation due to insufficient strength, causing danger to the ship.

[0037] In another embodiment of the utility model, according to Figures 3-5 As shown in the figure, the flashboard chain stopper 210, the fairlead 220 and the anchor chain 230 are in the same plane position. Being close to the same plane can reduce the stress dispersion of the anchor chain 230 during anchoring. The design adopts the specification matching of the flashboard chain stopper 210, the fairlead 220 and the anchor chain 230, and the diameter of the anchor chain 230 and the fairlead 220 are matched with the anchor chain 230.

[0038] In another embodiment of the utility model, according to Figures 3-8 As shown in the figure, the fixed reinforcing device includes a first reinforcing assembly 310, a second reinforcing assembly 320 and a third reinforcing assembly 330. The first reinforcing assembly 310 is located at the position of the flashboard chain stopper 210 and is used for reinforcing the structural strength at the flashboard chain stopper 210. The third reinforcing assembly 330 is arranged at the position of the fairlead 220 and is used for reinforcing the structural strength at the fairlead 220.

[0039] The first reinforcing assembly 310 includes a pontoon deck reinforcing plate 311, a pontoon deck longitudinal bone reinforcing material 312 and a pontoon deck toe end reinforcing rib 313; the pontoon deck reinforcing plate 311, the pontoon deck longitudinal bone reinforcing material 312 and the pontoon deck toe end reinforcing rib 313 are used for auxiliary increase of the structural strength at the flashboard chain stopper 210.

[0040] The second reinforcing assembly 320 includes a pontoon end plate reinforcing plate 321 and a pontoon end plate toe end horizontal reinforcing girder 322; the pontoon end plate reinforcing plate 321 and the pontoon end plate toe end horizontal reinforcing girder 322 are used for auxiliary increase of the structural strength at the flashboard chain stopper 210.

[0041] The third reinforcing assembly 330 comprises a pontoon end plate horizontal reinforcing girder 331, a pontoon end plate vertical reinforcing girder 332, a pontoon end plate lower end vertical reinforcing material 333 and a pontoon outer bottom longitudinal bone reinforcing material 334; the pontoon end plate horizontal reinforcing girder 331, the pontoon end plate vertical reinforcing girder 332, the pontoon end plate lower end vertical reinforcing material 333 and the pontoon outer bottom longitudinal bone reinforcing material 334 assist in increasing the structural strength at the fairlead hole 220.

[0042] Specifically, the shutter chain stopper 210 is welded and fixed at the front and rear end positions of the pontoon deck 111, and the structure is stressed while extending to the pontoon end plate 112; the pontoon end plate reinforcing plate 321 corresponding to the position of the pontoon end plate 112 and the pontoon end plate toe end horizontal reinforcing girder 322 are designed and arranged. The external structural reinforcing member, i.e., the pontoon end plate reinforcing plate 321, is selected to be a thickened steel plate with a thickness of 18-25 mm, and the internal reinforcing member, i.e., the pontoon end plate toe end horizontal reinforcing girder 322, is selected to be a T-shaped structural form with a steel plate with a thickness greater than 10 mm and a span of not less than four vertical bone material intervals.

[0043] The fairlead hole 220 is welded and fixed at the positions of the pontoon end plate 112 at the front and rear ends, and the distance from the pontoon outer bottom plate height is beneficial to structural reinforcement and is arranged as close as possible to the bottom strong structure; the welded and fixed end of the fairlead hole 220 is designed and arranged to correspond to the pontoon end plate horizontal reinforcing girder 331, the internal reinforcing member, i.e., the pontoon end plate horizontal reinforcing girder 331, is selected to be a T-shaped structural form with a steel plate with a thickness greater than 10 mm and a span of not less than four vertical bone material intervals.

[0044] The internal structure of the pontoon end plate 112 corresponding to the welded and fixed end of the fairlead hole 220 is reinforced and designed and arranged to correspond to the pontoon end plate horizontal reinforcing girder 331 and the pontoon end plate vertical reinforcing girder 332, which are arranged horizontally and vertically, respectively, and selected to be a T-shaped structural form with a steel plate with a thickness greater than 10 mm.

[0045] The pontoon end plate horizontal reinforcing girder 331, the pontoon end plate vertical reinforcing girder 332 and the pontoon end plate lower end vertical reinforcing material 333, wherein the pontoon end plate horizontal reinforcing girder 331 corresponds to the horizontal position of the welded and fixed end of the fairlead hole 220; the pontoon end plate vertical reinforcing girder 332 extends vertically to the shutter chain stopper 210 and the welded and fixed end of the fairlead hole 220, so that the structure is connected as a whole; the pontoon end plate lower end vertical reinforcing material 333 corresponds to the lower end of the fairlead hole 220 for reinforcement. A T-shaped structural form is selected, and a steel plate with a thickness greater than 10 mm is selected.

[0046] Buoyancy tank outer bottom longitudinal stiffener 334, buoyancy tank deck longitudinal stiffener 312. Wherein the buoyancy tank outer bottom longitudinal stiffener 334 corresponds to the end of the fairlead 220 reinforcement, the buoyancy tank deck longitudinal stiffener 312 corresponds to the end of the flashboard chain stopper 210 reinforcement, so that the structure is reinforced and connected as a whole. The flat steel structure is selected, the steel plate is selected for the specification, and the thickness is greater than 10mm.

[0047] In another embodiment of the present application, according to Figures 1-8 As shown in the figure, the first reinforcing assembly 310, the second reinforcing assembly 320 and the third reinforcing assembly 330 are all welded to the buoyancy tank. Specifically, the welding structure has high strength, and through welding, a whole structure can be formed, so that the strength of the connection is close to that of the base material itself, and a larger external force load can be borne.

[0048] The above is a further detailed description of the present application in combination with a specific preferred embodiment, and cannot be considered as limiting the specific implementation of the present application to these descriptions. For ordinary skilled persons in the technical field to which the present application belongs, the architecture form can be flexible and variable without departing from the concept of the present application, and a series of products can be derived. Only a few simple deductions or substitutions should be considered as belonging to the patent protection range determined by the submitted claims of the present application.

Claims

1. A sewage barge anchoring apparatus reinforcement structure, characterized by, The utility model provides a sewage barge, which comprises a middle buoyancy tank and buoyancy towers arranged at four corners of the buoyancy tank; an anchoring device is arranged on the buoyancy tank and used for fixing the sewage barge in a water area; the buoyancy tank comprises a buoyancy tank deck and a buoyancy tank end sealing plate; a fixing reinforcing device is arranged on the anchoring device and used for reinforcing the anchoring device; and the anchoring device is welded to the buoyancy tank.

2. The seagoing barge anchoring apparatus reinforcement structure of claim 1, wherein, The anchoring device comprises a flapper chain stopper, a fairlead and an anchor chain; the flapper chain stopper is arranged on the buoyancy tank deck, the fairlead is arranged on the buoyancy tank end sealing plate, the anchor chain passes through the fairlead and the flapper chain stopper, and the flapper chain stopper clamps the anchor chain.

3. The seagoing barge anchoring apparatus reinforcement structure of claim 2, wherein, A fixing position is arranged on the buoyancy tank end sealing plate, and the fairlead is arranged on the fixing position.

4. The seagoing barge anchoring apparatus reinforcement structure of claim 2, wherein, The flapper chain stopper, the fairlead and the anchor chain are in the same plane position.

5. The seagoing barge anchoring apparatus reinforcement structure of claim 2, wherein, The fixing reinforcing device comprises a first reinforcing component, a second reinforcing component and a third reinforcing component; the first reinforcing component is arranged at the position of the flapper chain stopper and used for reinforcing the structural strength at the position of the flapper chain stopper; and the third reinforcing component is arranged at the position of the fairlead and used for reinforcing the structural strength at the position of the fairlead.

6. The seagoing barge anchoring apparatus reinforcement structure of claim 5, wherein, The first reinforcing component comprises a buoyancy tank deck reinforcing plate, a buoyancy tank deck longitudinal rib reinforcing material and a buoyancy tank deck toe end reinforcing rib; the buoyancy tank deck reinforcing plate, the buoyancy tank deck longitudinal rib reinforcing material and the buoyancy tank deck toe end reinforcing rib are used for assisting in increasing the structural strength at the position of the flapper chain stopper.

7. The marine barge anchoring apparatus reinforcement structure of claim 5, wherein, The second reinforcing component comprises a buoyancy tank end sealing plate reinforcing plate and a buoyancy tank end sealing plate toe end horizontal reinforcing girder; the buoyancy tank end sealing plate reinforcing plate and the buoyancy tank end sealing plate toe end horizontal reinforcing girder are used for assisting in increasing the structural strength at the position of the flapper chain stopper.

8. The seachartening device reinforcement structure of claim 5, wherein, The third reinforcing component comprises a buoyancy tank end sealing plate horizontal reinforcing girder, a buoyancy tank end sealing plate vertical reinforcing girder, a buoyancy tank end sealing plate lower end vertical reinforcing material and a buoyancy tank outer bottom longitudinal rib reinforcing material; the buoyancy tank end sealing plate horizontal reinforcing girder, the buoyancy tank end sealing plate vertical reinforcing girder, the buoyancy tank end sealing plate lower end vertical reinforcing material and the buoyancy tank outer bottom longitudinal rib reinforcing material are used for assisting in increasing the structural strength at the position of the fairlead.

9. The marine barge anchoring apparatus reinforcement structure of claim 5, wherein, The first reinforcing component, the second reinforcing component and the third reinforcing component are all welded to the buoyancy tank.

Citation Information

Cited By

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