CN116657556A - Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition - Google Patents

Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition Download PDF

Info

Publication number
CN116657556A
CN116657556A CN202310738414.3A CN202310738414A CN116657556A CN 116657556 A CN116657556 A CN 116657556A CN 202310738414 A CN202310738414 A CN 202310738414A CN 116657556 A CN116657556 A CN 116657556A
Authority
CN
China
Prior art keywords
buoyancy tank
fixed
adjusting
water depth
rotating shaft
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202310738414.3A
Other languages
Chinese (zh)
Inventor
谢旭强
刘羽炜
张根华
姜春峰
夏大顺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Port And Channel Economic Development Co ltd
Original Assignee
Zhejiang Port And Channel Economic Development Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Port And Channel Economic Development Co ltd filed Critical Zhejiang Port And Channel Economic Development Co ltd
Priority to CN202310738414.3A priority Critical patent/CN116657556A/en
Publication of CN116657556A publication Critical patent/CN116657556A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/26—Fenders
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/24—Mooring posts
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
    • F16F15/067—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The application relates to the technical field of bridge pier safety protection, and discloses a cable adjusting and balancing method of an anchor anti-collision facility under a limiting water depth condition, wherein the anti-collision facility comprises a buoyancy tank, an adjusting component, two anchor piles, two cables and a buffer component, the two cables and the buffer component are arranged on the upper side of the buoyancy tank, the two adjusting components are arranged on one side of the buoyancy tank, when the water level in a river drops, the coil springs enable redundant cables to be wound on the outer side of a rotating shaft under the action of resilience force, when the water level in the river rises, the buoyancy of the buoyancy tank is larger than the resilience force of the coil springs, the coil springs are enabled to be continuously compressed, the cables wound on the outer side of the rotating shaft are released by a certain distance, the cables are pulled to be wound on the outer side of the rotating shaft through the resilience force of the coil springs, the buoyancy tank is enabled to always stably be positioned on the water surface on one side of a bridge, the buoyancy tank is enabled not to drift to other positions when the water level rises or falls, and the stability of the anti-collision facility in use is ensured.

Description

Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition
Technical Field
The application relates to the technical field of pier safety protection, in particular to a method for adjusting and balancing mooring anti-collision facility cables under a limiting water depth condition.
Background
The anti-collision facilities can be divided into two categories of kinetic energy principle and momentum conservation principle according to the anti-collision principle. The kinetic energy principle crash pad is that the kinetic energy of a running ship is absorbed through buffering or energy absorption by a material or a structure which is arranged in front of a crashproof object and can be damaged or generate plastic deformation, and the structure needs to be rigidly supported or blocked, so that the energy absorption material or the structure is deformed to reduce the impact force to the ship.
As inland navigation develops rapidly, the number and tonnage of ships continuously increase, once the ships deviate from the channels to strike the bridge, the impact energy is huge, the serious event of bridge damage and ship sinking is easily caused, and the demand of bridge ship collision prevention is increasingly outstanding.
The existing bridge anti-collision facility in the river can enable a cable for connecting a buoyancy tank to be too tight or too loose due to the change of the water level in the river, so that the buoyancy tank drifts along with the water level, the anti-collision facility deviates from one side of the bridge to be protected, the running of the anti-collision facility is unstable and is easily influenced by external force, the stability of the anti-collision facility is poor, and therefore, the anchoring anti-collision facility cable adjusting and balancing method under the condition of limited water depth is provided.
Disclosure of Invention
The application aims to provide a mooring type anti-collision facility cable adjusting and balancing method under the condition of limited water depth so as to solve the problems in the prior art.
In order to achieve the above purpose, the present application provides the following technical solutions: the utility model provides a balanced method is adjusted to anchor formula anticollision institution cable under restriction deep water condition, anticollision institution includes pontoon, adjusting part, quantity be two anchor piles, quantity be two cable, buffer unit is located the pontoon upside, two adjusting part is located pontoon one side, includes the following steps:
s1, placing a buoyancy tank, and placing the buoyancy tank on one side of a bridge in a river;
s2, installing anchor piles, digging holes with proper size at the bottom of a river bed, installing the anchor piles in the holes, and filling concrete materials to ensure the stability of the anchor piles;
s3, connecting cables, wherein the anchor piles are connected with the adjusting assembly by using the cables;
s4, installing a buffer assembly, wherein the buffer assembly is installed at the top of the buoyancy tank, and the buffer assembly is used for protecting the bridge in the river.
Preferably, the adjusting assembly is used for adjusting the tensioning force of the cable in the step S3;
the adjusting component comprises a first supporting frame and a fixing frame, wherein the first supporting frame is rotationally connected with a rotating shaft through a bearing, two limiting plates are fixed on the outer side of the rotating shaft, and a first limiting block is fixed on the inner wall of the fixing frame.
Preferably, a second limiting block is fixed on the outer side of the rotating shaft, a coil spring is sleeved on the outer side of the rotating shaft, and two ends of the coil spring are fixedly connected to one side of the first limiting block and one side of the second limiting block respectively.
Preferably, the two sides of the buoyancy tank are respectively fixed with a limiting frame, one side of each limiting frame is rotatably connected with a fixed pulley through a bearing, and the outer sides of the fixed pulleys and the rotating shaft are both wound on one side of the mooring rope.
Preferably, in S4, the buffer assembly converts the impact force of the ship into an elastic force, so that the impact force is better relieved, and damage to the bridge is reduced;
the buffer assembly comprises a second support frame and a first baffle, wherein a first chute is formed in the second support frame, and a plurality of second chutes are formed in one side of the first baffle.
Preferably, a sliding plate is slidably connected to the inner side of the first sliding groove, and a sliding rod movably penetrating through one side of the top of the second supporting frame is fixed to the top of the sliding plate.
Preferably, a spring is connected between the bottom of the sliding plate and the inner side of the first sliding groove, and a plurality of first connecting rods are hinged to one side of the top of the sliding rod.
Preferably, a second connecting rod hinged to one end of the first connecting rod is slidably connected to the inner side of the second sliding groove, a second baffle is fixed to one end, away from the first connecting rod, of the second connecting rod, and a plurality of rubber blocks are bonded to one side of the first baffle.
Preferably, two limiting grooves are formed in one side of the buoyancy tank, one side of the first support frame is fixed to the inner side of the limiting grooves, and one side of the fixing frame is fixed to one side of the first support frame.
Preferably, the bottoms of the second supporting frame and the first baffle are both fixed at the top of the buoyancy tank, and a third limiting block positioned at one side of the first baffle is fixed at the outer side of the second connecting rod.
Compared with the prior art, the technical scheme provided by the application has the following technical effects:
1. when the water level in the river falls, the coil spring enables redundant cables to be wound on the outer side of the rotating shaft under the action of resilience force, when the water level in the river rises, the buoyancy of the buoyancy tank is larger than the resilience force of the coil spring, the coil spring continues to compress, the cables wound on the outer side of the rotating shaft are enabled to be released for a certain distance, the cables are pulled to be wound on the outer side of the rotating shaft through the resilience force of the coil spring, the buoyancy tank is enabled to be always stable on the water surface on one side of the bridge, and when the buoyancy tank cannot be enabled to be subjected to rising or falling of the water level, the buoyancy tank floats to other positions, and stability of anti-collision facilities in use is guaranteed.
2. The second connecting rod slides on the inner side of the second chute at the moment when the ship collides with one side of the second baffle, the second baffle is pushed to push the ship to leave one side of the bridge under the elasticity of the spring, when the ship collides with the large force, the collision force between the second baffle and the first baffle is buffered under the action of the rubber block and the spring, the first baffle is prevented from being damaged by the collision force of the ship, and the safety of the bridge in the river is protected to the maximum extent through the buffer component.
Drawings
In order to more clearly illustrate the embodiments of the application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a front cross-sectional structure of the present application;
FIG. 2 is a schematic diagram of a front view structure of the present application;
FIG. 3 is a schematic cross-sectional view of a first support frame according to the present application;
FIG. 4 is a schematic view of a front view of a first baffle plate according to the present application;
FIG. 5 is a schematic top view of the buoyancy tank of the present application;
fig. 6 is a schematic perspective view of a slide bar according to the present application.
Reference numerals illustrate: 1. a buoyancy tank; 2. an adjustment assembly; 21. a first support frame; 22. a limiting frame; 23. a fixed pulley; 24. a rotating shaft; 25. a limiting plate; 26. a first limiting block; 27. a fixing frame; 28. a coil spring; 29. a second limiting block; 3. an anchor pile; 5. a cable; 6. a buffer assembly; 61. a second support frame; 62. a spring; 63. a first chute; 64. a slide plate; 65. a slide bar; 66. a first link; 67. a third limiting block; 68. a first baffle; 69. a rubber block; 610. a second link; 611. a second baffle; 7. a second chute; 8. and a limit groove.
Detailed Description
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
It will be understood that when an element is referred to as being "fixed" or "disposed" on another element, it can be directly on the other element or be indirectly on the other element; when an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
It is to be understood that the terms "length," "width," "upper," "lower," "front," "rear," "first," "second," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate describing the application and simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus are not to be construed as limiting the application.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present application, the meaning of a plurality of "a number" is two or more, unless explicitly defined otherwise.
It should be understood that the structures, proportions, sizes, etc. shown in the drawings are for the purpose of understanding and reading the disclosure, and are not intended to limit the scope of the application, which is defined by the claims, but rather by the claims, unless otherwise indicated, and that any structural modifications, proportional changes, or dimensional adjustments, which would otherwise be apparent to those skilled in the art, would be made without departing from the spirit and scope of the application.
Examples
Referring to fig. 1-6, the present application provides a technical solution: the utility model provides a balanced method of anchor formula anticollision facility hawser regulation under restriction deep water condition, anticollision facility includes buoyancy tank 1, adjusting part 2, anchor stake 3 that quantity is two, cable 5 that quantity is two, buffer part 6, and buffer part 6 is located buoyancy tank 1 upside, and two adjusting part 2 are located buoyancy tank 1 one side, includes the following steps:
s1, placing buoyancy tanks 1, placing the buoyancy tanks 1 on one side of a bridge in a river, moving the buoyancy tanks 1 to the outer side of the bridge in the river, and installing a corresponding number of buoyancy tanks 1 according to the size of the bridge so that the buoyancy tanks 1 are positioned around the bridge;
s2, installing anchor piles 3, digging holes with proper size at the bottom of a river bed, installing the anchor piles 3 in the holes, and filling concrete materials, wherein the number of the holes is the same as that of the buoyancy tanks 1 so as to ensure the stability of the anchor piles 3;
s3, connecting a cable 5, connecting the anchor pile 3 with the adjusting component 2 by using the cable 5, connecting one end of the cable 5 with the anchor pile 3, winding the other end of the cable 5 outside the rotating shaft 24, and enabling the cable 5 to be positioned between the two limiting plates 25, wherein the buoyancy tank 1 and the coil spring 28 are in a buoyancy balanced state and a resilience force of the coil spring 28;
in S3 the adjusting assembly 2 is used to adjust the tension of the cable 5; the adjusting component 2 comprises a first supporting frame 21 and a fixing frame 27, wherein the first supporting frame 21 is rotatably connected with a rotating shaft 24 through a bearing, two limiting plates 25 are fixed on the outer side of the rotating shaft 24, a first limiting block 26 is fixed on the inner wall of the fixing frame 27, the rotating shaft 24 is manually rotated manually, the rotating shaft 24 rotates a second limiting block 29 clockwise, when the coil springs 28 are compressed, the distance between the reeds of the coil springs is reduced, elastic potential energy in the coil springs 28 is increased, the coil springs 28 are subjected to an outward elastic force, at the moment, the second limiting block 29 drives the coil springs 28 to curl to generate certain resilience force, a second limiting block 29 is fixed on the outer side of the rotating shaft 24, the coil springs 28 are sleeved on the outer side of the rotating shaft 24, and two ends of the coil springs 28 are fixedly connected to one sides of the first limiting block 26 and the second limiting block 29 respectively.
The buoyancy tank 1 both sides all are fixed with spacing 22, spacing 22 one side is connected with fixed pulley 23 through the bearing rotation, fixed pulley 23 and pivot 24 outside all the wiring are in one side of hawser 5, the resilience force pulling hawser 5 wiring in the pivot 24 outside at wind spring 28, make buoyancy tank 1 stable the surface of water in bridge one side all the time, when can not make buoyancy tank 1 receive water level to rise or fall, buoyancy tank 1 drift to other positions, the stability of anticollision facility when using has been guaranteed, spacing groove 8 that a quantity is two has been seted up to buoyancy tank 1 one side, the inboard of spacing groove 8 is fixed in to one side of first support frame 21, one side of fixing frame 27 is fixed in one side of first support frame 21, and the wash port has been seted up at spacing groove 8 inboard, be used for discharging external water that enters into spacing groove 8 inside.
S4, installing the buffer assembly 6 at the top of the buoyancy tank 1, protecting the bridge in the river by using the buffer assembly 6, pushing the second baffle 611 to push the ship to leave one side of the bridge under the elastic force of the spring 62.
In S4, the buffer component 6 converts the impact force of the ship into elastic force, so that the impact force is well relieved, and damage to the bridge is reduced; the buffer assembly 6 comprises a second support frame 61 and a first baffle 68, a first sliding groove 63 is formed in the second support frame 61, a plurality of second sliding grooves 7 are formed in one side of the first baffle 68, a ship collides with one side of the second baffle 611, at the moment, the second connecting rod 610 slides on the inner side of the second sliding groove 7, meanwhile, the second connecting rod 610 pushes the first connecting rod 66 to move obliquely downwards, a sliding plate 64 is connected on the inner side of the first sliding groove 63 in a sliding mode, and a sliding rod 65 which movably penetrates through one side of the top of the second support frame 61 is fixed at the top of the sliding plate 64.
The spring 62 is connected between the bottom of the sliding plate 64 and the inner side of the first sliding groove 63, a plurality of first connecting rods 66 are hinged to one side of the top of the sliding rod 65, the spring 62 provides thrust for a ship to push the ship to leave one side of a bridge, impact force between the second baffle 611 and the first baffle 68 is buffered under the action of the rubber blocks 69 and the spring 62, the inner side of the second sliding groove 7 is slidably connected with a second connecting rod 610 hinged to one end of the first connecting rod 66, one end of the second connecting rod 610, far away from the first connecting rod 66, is fixed with the second baffle 611, and one side of the first baffle 68 is adhered with a plurality of rubber blocks 69 to avoid damage to the first baffle 68 caused by impact force of the ship. Meanwhile, the safety of the bridge in the river is protected to the greatest extent.
The bottoms of the second support frame 61 and the first baffle 68 are both fixed at the top of the buoyancy tank 1, a third limiting block 67 positioned at one side of the first baffle 68 is fixed at the outer side of the second connecting rod 610, and the buoyancy tank 1 is made of polyethylene.
Working principle: firstly, moving buoyancy tanks 1 to the outer side of a bridge in a river, installing a corresponding number of buoyancy tanks 1 according to the size of the bridge, enabling the buoyancy tanks 1 to be positioned around the bridge, then digging holes with proper size at the bottom of a river bed, wherein the number of the holes is the same as that of the buoyancy tanks 1, installing a corresponding number of anchor piles 3 in the holes, and then filling concrete materials to ensure the stability of the anchor piles 3;
when the anchor pile 3 is installed and concrete is solidified, one end of the cable 5 is connected with the anchor pile 3, then the rotating shaft 24 is manually rotated, so that the rotating shaft 24 rotates the second limiting block 29 clockwise, when the coil springs 28 are compressed, the distance between the reeds of the second limiting block 29 is reduced, the elastic potential energy in the coil springs 28 is increased, the coil springs 28 are subjected to an outward elastic force, at the moment, the second limiting block 29 drives the coil springs 28 to curl to generate certain resilience force, the other end of the cable 5 is wound on the outer side of the rotating shaft 24, the cable 5 is positioned between the two limiting plates 25, and at the moment, the buoyancy between the buoyancy tank 1 and the coil springs 28 is in a balance state of the resilience force of the buoyancy springs 28;
when the water level in the river falls, the coil spring 28 is enabled to enable the redundant cable 5 to be wound on the outer side of the rotating shaft 24 under the action of resilience force, when the water level in the river rises, the buoyancy of the buoyancy tank 1 is larger than the resilience force of the coil spring 28, the coil spring 28 continues to compress, the cable 5 wound on the outer side of the rotating shaft 24 is enabled to be released for a certain distance, the cable 5 is pulled to be wound on the outer side of the rotating shaft 24 through the resilience force of the coil spring 28, the buoyancy tank 1 is enabled to always be stable on the water surface on one side of the bridge, and when the buoyancy tank 1 is not enabled to be subjected to rising or falling of the water level, the buoyancy tank 1 floats to other positions, and stability of an anti-collision facility in use is guaranteed.
When a ship collides with one side of the second baffle 611, the second connecting rod 610 slides on the inner side of the second chute 7, meanwhile, the second connecting rod 610 pushes the first connecting rod 66 to move obliquely downwards, the first connecting rod 66 pushes the slide rod 65 to move downwards, at the moment, the slide plate 64 slides on the inner side of the first chute 63, the spring 62 is stressed and compressed, the second baffle 611 is pushed to push the ship to leave one side of the bridge under the elasticity of the spring 62, and meanwhile, under the action of the rubber block 69 and the spring 62, the impact force between the second baffle 611 and the first baffle 68 is buffered, the first baffle 68 is prevented from being damaged due to the impact force of the ship, and the safety of the bridge in the river is protected to the maximum extent through the buffer assembly 6.
Thus, embodiments of the present application have been described in detail with reference to the accompanying drawings. It should be noted that, in the drawings or the text of the specification, implementations not shown or described are all forms known to those of ordinary skill in the art, and not described in detail. Furthermore, the above definitions of the components are not limited to the specific structures, shapes or modes mentioned in the embodiments, and may be simply modified or replaced by those of ordinary skill in the art.
Those skilled in the art will appreciate that the features recited in the various embodiments of the application and/or in the claims may be combined in various combinations and/or combinations, even if such combinations or combinations are not explicitly recited in the application. In particular, the features recited in the various embodiments of the application and/or in the claims can be combined in various combinations and/or combinations without departing from the spirit and teachings of the application. All such combinations and/or combinations fall within the scope of the application.
The foregoing description of the embodiments has been provided for the purpose of illustrating the general principles of the application, and is not meant to limit the application thereto, but to limit the application thereto, and any modifications, equivalents, improvements and equivalents thereof may be made without departing from the spirit and principles of the application.

Claims (10)

1. The utility model provides a balanced method is adjusted to anchor formula anticollision facility hawser under restriction deep water condition, anticollision facility includes pontoon (1), adjusting part (2), anchor stake (3) that are two in quantity, hawser (5) that are two in quantity, buffer part (6) are located pontoon (1) upside, two adjusting part (2) are located pontoon (1) one side, its characterized in that: the method comprises the following steps:
s1, placing a buoyancy tank (1), and placing the buoyancy tank (1) on one side of a bridge in a river;
s2, installing the anchor pile (3), digging holes with proper size at the bottom of the river bed, installing the anchor pile (3) in the holes, and then filling concrete materials to ensure the stability of the anchor pile (3);
s3, connecting a cable (5), and connecting the anchor pile (3) with the adjusting component (2) by using the cable (5);
s4, installing the buffer assembly (6) at the top of the buoyancy tank (1), and protecting the bridge in the river by using the buffer assembly (6).
2. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 1, wherein: in S3, the adjusting component (2) is used for adjusting the tensioning force of the cable (5);
the adjusting component (2) comprises a first supporting frame (21) and a fixing frame (27), the first supporting frame (21) is rotatably connected with a rotating shaft (24) through a bearing, two limiting plates (25) are fixed on the outer side of the rotating shaft (24), and a first limiting block (26) is fixed on the inner wall of the fixing frame (27).
3. A method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions according to claim 2, wherein: the second limiting block (29) is fixed on the outer side of the rotating shaft (24), a coil spring (28) is sleeved on the outer side of the rotating shaft (24), and two ends of the coil spring (28) are fixedly connected to one side of the first limiting block (26) and one side of the second limiting block (29) respectively.
4. A method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions according to claim 3, wherein: both sides of the buoyancy tank (1) are respectively fixed with a limiting frame (22), one side of the limiting frame (22) is rotatably connected with a fixed pulley (23) through a bearing, and the outer sides of the fixed pulley (23) and a rotating shaft (24) are respectively wound on one side of a cable (5).
5. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 1, wherein: in the step S4, the buffer component (6) converts the impact force of the ship into elastic force, so that the impact force is well relieved, and the damage to the bridge is reduced;
the buffer assembly (6) comprises a second support frame (61) and a first baffle (68), a first chute (63) is formed in the second support frame (61), and a plurality of second chutes (7) are formed in one side of the first baffle (68).
6. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 5, wherein: the inner side of the first sliding groove (63) is connected with a sliding plate (64) in a sliding way, and a sliding rod (65) which movably penetrates through one side of the top of the second supporting frame (61) is fixed at the top of the sliding plate (64).
7. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 6, wherein: a spring (62) is connected between the bottom of the sliding plate (64) and the inner side of the first sliding groove (63), and a plurality of first connecting rods (66) are hinged to one side of the top of the sliding rod (65).
8. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 7, wherein: the inside sliding connection of second spout (7) has second connecting rod (610) articulated in first connecting rod (66) one end, second connecting rod (610) keep away from first connecting rod (66) one end and are fixed with second baffle (611), first baffle (68) one side bonds has a plurality of rubber piece (69).
9. A method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions according to claim 2, wherein: two limit grooves (8) are formed in one side of the buoyancy tank (1), one side of the first support frame (21) is fixed on the inner side of the limit grooves (8), and one side of the fixing frame (27) is fixed on one side of the first support frame (21).
10. The method of adjusting balance of a mooring anti-collision facility cable under restricted water depth conditions of claim 8, wherein: the bottom of second support frame (61) and first baffle (68) are all fixed in the top of buoyancy tank (1), second connecting rod (610) outside is fixed with third stopper (67) that are located first baffle (68) one side.
CN202310738414.3A 2023-06-20 2023-06-20 Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition Pending CN116657556A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310738414.3A CN116657556A (en) 2023-06-20 2023-06-20 Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310738414.3A CN116657556A (en) 2023-06-20 2023-06-20 Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition

Publications (1)

Publication Number Publication Date
CN116657556A true CN116657556A (en) 2023-08-29

Family

ID=87726059

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310738414.3A Pending CN116657556A (en) 2023-06-20 2023-06-20 Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition

Country Status (1)

Country Link
CN (1) CN116657556A (en)

Similar Documents

Publication Publication Date Title
US4813815A (en) Buoyant, elastically tethered articulated marine platform
US20110274502A1 (en) Dampening Pile Guide
EP2783975B1 (en) Floating offshore structures
US5107784A (en) Docking system for boats
JP2010030379A (en) Tension adjusting method for tensioned mooring cable and tensioned mooring float
US11384498B2 (en) Sluice gate
CN104326063A (en) Dynamic balance structure of overwater wharf
CN103140644A (en) Unconditionally stable floating offshore platforms
EP3895976A1 (en) Floating platform for supporting generators of wind power and/or wave power and/or marine current power
KR101671260B1 (en) Liquid repellent material according to the sea level
CN114481960A (en) Self-positioning restraining mooring type bridge ship collision preventing system under water level change condition
CN116657556A (en) Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition
KR101127624B1 (en) Lifting devices for the boat docked floating platform
CN114481961B (en) Anchoring type anti-collision facility cable adjusting balance method under limiting water depth condition
CN2734826Y (en) Horizontal automatically-retractable floating type bridge pier anticollision device
KR101954345B1 (en) Berth facility using floating platform
CN216739495U (en) Regional ship collision protection device of wading building
CN216689259U (en) Non-contact mooring type pier ship collision prevention device
US6227136B1 (en) Floating object stabilization and restraining system
US2759331A (en) Berthing pier
CN104326061A (en) Wind wave resistance structure of overwater wharf
JP6133701B2 (en) Floating mooring device
FI87910B (en) ISAVLEDARE
KR20110031403A (en) Power generation apparatus from inertial force of the wave by water pumping
JPS58146610A (en) Floating type fender

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination