CN214737827U - Navigation facility - Google Patents

Navigation facility Download PDF

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Publication number
CN214737827U
CN214737827U CN202120055887.XU CN202120055887U CN214737827U CN 214737827 U CN214737827 U CN 214737827U CN 202120055887 U CN202120055887 U CN 202120055887U CN 214737827 U CN214737827 U CN 214737827U
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ship
semi
navigation
submersible
bridge
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CN202120055887.XU
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张公略
肖骏
金国强
李浙江
石进
刘炳锐
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Zhejiang Shuzhijiaoyuan Technology Co Ltd
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Zhejiang Shuzhijiaoyuan Technology Co Ltd
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Abstract

The application discloses navigation facility. The navigation facility comprises a deep navigation groove and a semi-submersible floating ship loader. The deep navigation groove is formed at the bottom of the normal channel and penetrates through the cross-navigation bridge. The semi-submersible floating ship loader is configured to controllably float at the deep-sea channel at a draft depth and is used for carrying a ship to pass through a cross-sea bridge. The technical scheme that this application provided can solve the navigation needs under the bridge limit for height circumstances of having built, has also satisfied not influencing requirements such as bridge normal use, river course flood, fish migration.

Description

Navigation facility
Technical Field
The application relates to the technical field of hydraulic engineering, in particular to a navigation facility.
Background
Inland river water transportation is a green and economic transportation mode, and is rapidly developed in recent years. With the trend of large-scale development of transport ships and implementation of national high-level channel network planning, the channel planning levels of various regions are continuously improved. Especially in areas such as long triangles, North China plains and the like, the traffic system is developed, a plurality of road and railway cross-navigation bridges exist, and in order to realize the balanced development of the comprehensive traffic and transportation system, the problem that the navigation clearance height of the existing cross-navigation bridge area is not enough is often encountered in the process of upgrading and transforming the inland waterway.
In order to solve the problem of navigation obstruction caused by insufficient navigation clearance in the existing height-limited bridge area, the commonly adopted method comprises the following steps:
(1) the existing bridge across the navigation is reconstructed to improve the navigation clearance height and meet the passing requirement of the ship. However, the reconstruction of the cross-navigation bridge has huge investment and can cause local traffic interruption, particularly important bridges such as main line railway bridges, high-speed highway bridges and the like are difficult to reconstruct due to the requirement of important traffic guarantee, navigation ships are generally required to be limited in height to pass, so that part of large transport ships are blocked to pass, the overall freight transport efficiency is reduced, and the economic benefit advantage of water transport is difficult to give full play to;
(2) the upper stream and the lower stream of the bridge obstructing navigation are respectively provided with a docking wharf, and goods or people can pass through the bridge in the land transportation process. However, the transit gap bridge is a discontinuous transportation mode, the cargo passing efficiency is low, the economical efficiency is poor, and more land resources are occupied.
SUMMERY OF THE UTILITY MODEL
The application provides a navigation facility, it can have solved the navigation needs under the bridge limit for height circumstances of having built, has also satisfied not influencing requirements such as bridge normal use, river course flood passage, fish migration.
The utility model provides a navigation facility, include:
the deep navigation groove is formed at the bottom of the normal channel and penetrates through the cross-navigation bridge; and
the semi-submersible floating ship loader is configured to controllably float on the deep navigation groove in the draught depth and is used for carrying a ship to pass through the cross-navigation bridge.
In the implementation process, the bottom of a normal channel under the built cross-navigation bridge is dug and dredged to form a deep navigation channel, and the semi-submersible floating ship loader stands by in the deep navigation channel. The ship, especially the super high ship, can safely pass through the cross-navigation bridge by matching with the semi-submersible floating ship loader and the semi-submersible floating ship loader to adjust the self draft. Illustratively, when an ultra-high ship needs to pass through the cross-navigation bridge, the semi-submersible floating ship loader adjusts the draft of the semi-submersible floating ship loader to a proper degree according to the draft of the ultra-high ship, then the ultra-high ship runs into the semi-submersible floating ship loader, and is separated from the water area outside the semi-submersible floating ship loader, then the semi-submersible floating ship loader continuously adjusts the self draft, the ultra-high ship sinks along with the semi-submersible floating ship loader, the semi-submersible floating ship loader and the ultra-high ship sink to the clearance height below the cross-navigation bridge to meet the requirement of passing of the ultra-high ship, the semi-submersible type floating ship loader carries the ultrahigh ship to pass through the cross-navigation bridge, and after the two ships integrally pass through the cross-navigation bridge, the semi-submersible floating ship loader adjusts the draft of the semi-submersible floating ship loader to float to a state when the ultra-high ship enters the semi-submersible floating ship loader, the ultra-high ship safely drives out of the semi-submersible floating ship loader to complete the cross-navigation bridge passage, and the semi-submersible floating ship loader is ready for next delivery. The navigation facility solves the problem of navigation obstruction caused by insufficient navigation clearance of the cross-navigation bridge, meets the requirements of not influencing normal use of the bridge, flood passage in the flood season of a river channel, fish migration and the like, greatly increases the overall navigation efficiency of the bridge with limited clear height and the passing safety of the cross-bridge, and has the characteristics of ecological friendliness and low maintenance cost.
In an alternative embodiment, a semi-submersible floating carrier includes a semi-submersible floating carrier tank, a travel system, a ballast system, and a monitoring system;
the semi-submersible floating ship-bearing box floats on the deep navigation groove;
the traveling system is configured to drive the semi-submersible floating ship-carrying box to pass in the deep navigation groove;
the ballast system is configured to regulate the draft of the semi-submersible floating ship-carrying tank;
the monitoring system is configured to detect the draft and height of the vessel and control to the ballast system.
In the implementation process, when the ultrahigh ship needs to pass through the cross-navigation bridge, the monitoring system works to identify the draft and height information of the ultrahigh ship, make a scheduling instruction, control the ballast system to carry out ballast on the semi-submersible type floating ship carrying case so as to adjust the draft, ensure that the ultrahigh ship safely drives into the semi-submersible type floating ship carrying case, and separate the inside and the outside of the semi-submersible type floating ship carrying case, so that the ultrahigh ship is separated from a water area outside the semi-submersible type floating ship carrying machine; then, the ballast system continuously carries out ballast on the semi-submersible type floating ship-carrying box, after the ultra-high ship and the semi-submersible type floating ship-carrying box are synchronously lowered to the clearance height to meet the requirement that the ultra-high ship passes through the bridge, the ballast system stops working, the advancing system is started, the semi-submersible type floating ship-carrying box carries the ultra-high ship to pass through the height-limited cross-navigation bridge, after the whole semi-submersible type floating ship-carrying box passes through the cross-navigation bridge and is braked and static, the ballast system is started to carry out load reduction, the semi-submersible type floating ship-carrying box floats upwards, the ultra-high ship safely drives out of the semi-submersible type floating ship-carrying box, and the cross-navigation bridge passes through; the semi-submersible type floating ship-bearing box can return to the initial position under the driving of the traveling system.
In an alternative embodiment, the semi-submersible floating ship-carrying box comprises a ship-carrying box body and a gate;
both ends of the ship bearing box body are provided with gates;
the monitoring system is further configured to detect the water levels inside and outside the ship reception tank.
In the implementation process, the gate plays a role in water inlet and retaining, when the gate is closed, water cannot enter and exit the ship bearing box body, so that the inside of the ship bearing box body is automatically formed into an independent water area for the ultrahigh ship to suspend, and when the gate is opened, the inside of the ship bearing box body is communicated with the outside water area to release the ship; illustratively, when a ship which is not ultrahigh needs to pass through the cross-navigation bridge, the gates on the two sides of the ship bearing box body are opened, and the ship which is not ultrahigh directly runs, so that the quick navigation of the ship is not influenced, and the overall navigation efficiency of the height-limited bridge area is greatly improved; when ultrahigh boats and ships need to pass through the bridge of striding a ship, accessible monitored control system detects the inside and outside water level information of ship-holding box, and through opening upper reaches side gate or extra water delivery system gradually, fill water into the ship-holding box, make its inside and outside water level flush, open upper reaches side gate afterwards, guarantee that ultrahigh boats and ships steadily get into the ship-holding box, after ship-holding box delivery ultrahigh boats and ships pass through the bridge of striding a ship, ship-holding box come-up, treat that monitored control system detects the inside and outside water level information of ship-holding box, after the inside and outside water level of ship-holding box flushes, open lower reaches side gate, ultrahigh boats and ships roll out smoothly. Illustratively, the gate type can adopt a herringbone gate or a triangular gate, and the opening direction is outward; the herringbone gate is adopted, the difference of the water heads inside and outside the gate of the ship bearing box body can be effectively adjusted, and the width of the ship bearing box body is reduced.
In an alternative embodiment the ship receiving box is formed with an overflow channel, which is in communication with the upstream and downstream sides of the ship receiving box.
In the implementation process, the overflowing channel is used for reducing the resistance of the ship bearing box body in the running process, and water flow can flow through the overflowing channel; illustratively, the overflowing channel comprises a flow guide channel formed inside the side wall of the ship bearing box body and a flow guide hole formed in the outer side vertical surface of the ship bearing box body.
In an alternative embodiment, the ship-carrying tank is provided with an auxiliary air bag, which is located in the overflow channel;
the auxiliary balloon is configured to be controllably inflated and deflated.
In the implementation process, the auxiliary air bag is used for improving the working efficiency of the ballast system and reducing the single passing time of the ultrahigh ship; when the ship bearing box body floats upwards under the action of the ballast system, the floating speed can be improved through the inflation and deflation work of the auxiliary air bag, for example, after the semi-submersible type floating ship bearing box body is wholly stopped and stopped by a cross-navigation bridge, the ballast system carries out load reduction, and the auxiliary air bag is inflated, so that the overall buoyancy is improved, the semi-submersible type floating ship bearing box body and an ultrahigh ship can float upwards quickly, when the ship bearing box body needs to sink or run, the deflation volume of the auxiliary air bag is reduced, an overflow channel is not occupied, and the sinking speed and the running speed are ensured.
In an alternative embodiment the ship receiving box is provided with mooring means for securing the ship.
In the implementation process, when the ultrahigh ship drives into the ship bearing box body, the ultrahigh ship is connected with the mooring device, the relative position of the ultrahigh ship and the ship bearing box body is kept, and the semi-submersible type floating ship bearing box is ensured to stably carry the ship. Wherein, exemplarily, the mooring device comprises a plurality of groups of fixed mooring hooks arranged on the inner wall of the ship-holding box body at intervals along the horizontal direction and the height direction, or a plurality of groups of floating mooring columns arranged on the inner wall of the ship-holding box body at intervals along the horizontal direction. The fixed ship hook of multiunit or floating ship column of mooring is connected with boats and ships respectively, do benefit to the stability of being connected of boats and ships and ship-holding box, simultaneously, guaranteed that boats and ships remain static for ship-holding box, do benefit to semi-submerged formula floating ship-holding box and will surpass boats and ships delivery through striding navigation bridge steadily.
In an alternative embodiment, the ballast system comprises ballast water means and/or movable counterweight means.
In the above implementation, the ballast system may include a ballast water device, a movable weight device, or a combination of both. The ballast water device acts on the semi-submersible floating ship-carrying tank to ballast water, so that water can be taken out from the periphery, and convenience and rapidness are realized; through the movable counterweight device, the configuration objects can be movably pressed and loaded on the semi-submersible type floating ship-bearing box, so that the semi-submersible type floating ship-bearing box can sink quickly, and the ship navigation efficiency is facilitated.
In an optional embodiment, the navigation facility further comprises a side guide wall which is arranged in the width range of the navigation hole of the cross-navigation bridge and extends along the length direction of the deep navigation groove;
the semi-submersible floating ship-bearing box is positioned between the two side guide walls;
the semi-submersible floating ship-supporting box is provided with a guide device which is used for being matched with the side guide wall.
In the implementation process, a channel of the semi-submersible type floating ship-bearing box is divided by the side guide walls, so that the ordered passing of ships is ensured; when the semi-submersible floating ship loader carries a ship, the guide device is matched with the side guide wall to realize limiting, the semi-submersible floating ship loader is ensured to pass along a correct channel, and the accident caused by the deviation of the semi-submersible floating ship loader from the channel is avoided; it should be noted that, for example, the side guide wall may adopt a portal frame structure with a smaller overall width, the middle of the portal frame structure is provided with a cross brace to enhance integrity, and the lower portion of the portal frame structure adopts a pile foundation to ensure the strength and stability of the side guide wall.
In an alternative embodiment, the length of each side of the deep navigation groove exceeding the cross-navigation bridge is not less than 1.5 times of the length of the semi-submersible floating ship loader;
the length of each side of the side guide wall exceeding the cross-navigation bridge is not less than the length of each side of the deep navigation groove exceeding the cross-navigation bridge;
compared with a normal channel, the dredging depth of the deep channel is not less than the sum of the normal traffic ultrahigh value of the designed channel, the thickness of the bottom plate of the semi-submersible floating ship loader and the safety reserved depth.
In the implementation process, the length of the deep navigation groove and the side guide wall and the length of each side of the deep navigation groove and the side guide wall exceeding the cross-navigation bridge are limited, so that the safe butt joint of the semi-submersible floating ship loader and the ultrahigh ship is ensured, and the semi-submersible floating ship loader is ensured to safely carry the ultrahigh ship to pass through the cross-navigation bridge.
In an alternative embodiment, the traveling system comprises a traction trolley, the traction trolley is arranged on the side guide wall and is used for drawing the semi-submersible type floating ship-carrying box.
In the implementation process, the semi-submersible type floating bearing ship box is drawn to run between the two side guide walls through the traction trolley on the side guide walls, so that the safe running of the semi-submersible type floating bearing ship box is facilitated; meanwhile, the maintenance cost of the traction trolley is low, and the control of the cost of navigation facilities is facilitated.
In an alternative embodiment, the travel system may include an engine and propeller on a semi-submersible floating pontoon. The semi-submersible type floating ship-bearing box automatically runs through the engine and the propeller.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
Fig. 1 is a schematic transverse cross-section of a navigation installation according to the present embodiment;
FIG. 2 is a schematic view of the navigation of the ultra-high ship in the embodiment;
FIG. 3 is a schematic view of the semi-submersible floating carrier of this embodiment;
fig. 4 is a plan view of the semi-submersible floating carrier of this embodiment.
Icon: 10-deep navigation groove; 10 a-normal channel bottom; 10 b-a cross-navigation bridge; 11-a semi-submersible floating ship loader; 12-a semi-submersible floating ship-carrying box; 13-a traveling system; 14-a ballast system; 15-side guide wall; 16-a guide; 17-a ship bearing box body; 18-a gate; 19-a flow-through channel; 20-a flow guide channel; 21-diversion holes; 22-an auxiliary airbag; 23-mooring means; 24-propeller.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present application, it is to be understood that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like, refer to the orientation or positional relationship as shown in the drawings, or as conventionally placed in use of the product of the application, or as conventionally understood by those skilled in the art, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed in a particular orientation, and be operated, and therefore should not be considered as limiting the present application.
In the description of the embodiments of the present application, it should also be noted that, unless otherwise explicitly stated or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
The technical solution in the present application will be described below with reference to the accompanying drawings.
The embodiment provides a navigation facility, and it can have solved the navigation needs under the bridge limit for height circumstances of having built, has also satisfied not influencing requirements such as bridge normal use, river course flood passage, fish migration.
Referring to fig. 1 to 4, fig. 1 is a schematic transverse cross-sectional view of a navigation facility in the present embodiment, fig. 2 is a schematic navigation view of an ultra-high ship in the present embodiment, fig. 3 is a schematic view of a semi-submersible floating ship loader 11 in the present embodiment, and fig. 4 is a top view of the semi-submersible floating ship loader 11 in the present embodiment. It should be noted that fig. 1 shows a vessel in a semi-submersible floating pontoon 12 in the form of an arrow with an "a". The ultra-high vessel is indicated in fig. 2 in the form of an arrow plus "B".
The navigation installation comprises a deep channel 10 and a semi-submersible floating carrier 11.
The deep channel 10 is formed at the normal channel bottom 10a and crosses the bridge 10 b.
The semi-submersible floating carrier 11 is configured to controllably float at a deep draft on the deep sea chest 10 and is used to carry a ship across the bridge 10 b.
In the implementation process, a deep channel 10 is formed by deep digging and dredging at the bottom 10a of the normal channel under the built span bridge 10b, and the semi-submersible floating ship loader 11 stands by in the deep channel 10. Ships, particularly super high ships, can safely pass through the bridge 10b by matching with the semi-submersible floating carrier 11 and the semi-submersible floating carrier 11 to adjust the self draft. Illustratively, when an ultra-high ship needs to pass through the cross-navigation bridge 10b, after the semi-submersible floating ship loader 11 adjusts the draft of the ultra-high ship to an appropriate degree according to the draft of the ultra-high ship, the ultra-high ship runs into the semi-submersible floating ship loader 11 and is separated from the water area outside the semi-submersible floating ship loader 11, then the semi-submersible floating ship loader 11 continues to adjust the draft of the ultra-high ship, the ultra-high ship sinks along with the semi-submersible floating ship loader 11, when the semi-submersible floating ship loader 11 sinks to the clearance height below the cross-navigation bridge 10b to meet the requirement of passing of the ultra-high ship, the semi-submersible floating ship loader 11 carries the ultra-high ship to pass through the cross-navigation bridge 10b, the semi-submersible floating ship loader 11 adjusts the draft of the semi-submersible floating ship loader to float to the state when the ultra-high ship enters the semi-submersible floating ship loader 11, the ultra-high ship safely drives out of the semi-submersible floating ship loader 11, the passage of the cross-navigation bridge 10b is completed, and the semi-submersible floating ship loader 11 is ready for next carrying. It should be noted that the navigation facility solves the problem of navigation obstruction caused by insufficient navigation clearance of the cross-navigation bridge 10b, meets the requirements of not influencing normal use of the bridge, flood passage in the flood season of a river channel, fish migration and the like, greatly increases the overall navigation efficiency of the bridge with limited clear height and the passing safety of the cross-bridge, and has the characteristics of ecological friendliness and low maintenance cost.
Fig. 2 shows a process in which the semi-submersible floating carrier 11 carries the ultrahigh ship to sink and the two carry the ultrahigh ship to float through the semi-submersible floating carrier 11 across the bridge 10 b.
In the present disclosure, the semi-submersible floating ship loader 11 includes a semi-submersible floating ship-carrying tank 12, a traveling system 13, a ballast system 14, and a monitoring system.
The semi-submersible floating pontoon 12 floats on the deep water trough 10. The travelling system 13 is configured to drive the semi-submersible buoyant ship-holding tanks 12 through the deep-sea chest 10. Ballast system 14 is configured to regulate the draft of semi-submersible floating carrier tank 12. The monitoring system is configured to detect the draft and height of the vessel and control to the ballast system 14.
In the implementation process, when the ultrahigh ship needs to pass through the cross-navigation bridge 10b, the monitoring system works to identify the draft and height information of the ultrahigh ship, a dispatching instruction is made, the ballast system 14 is controlled by the ship lock operation dispatching system to carry out ballast on the semi-submersible floating ship carrying case 12 so as to adjust the draft, the ultrahigh ship is ensured to safely drive into the semi-submersible floating ship carrying case 12, the interior and the exterior of the semi-submersible floating ship carrying case 12 are separated, and the ultrahigh ship is separated from a water area outside the semi-submersible floating ship carrying machine 11; then, the ballast system 14 continuously carries out ballast on the semi-submersible type floating ship-carrying tank 12, after the ultrahigh ship and the semi-submersible type floating ship-carrying tank 12 are synchronously lowered to the clearance height to meet the requirement that the ultrahigh ship passes through the bridge, the ballast system 14 stops working, the advancing system 13 is started, the semi-submersible type floating ship-carrying tank 12 carries the ultrahigh ship and passes through the height-limited cross-navigation bridge 10b, after the semi-submersible type floating ship-carrying tank 12 integrally passes through the cross-navigation bridge 10b and is braked and stopped, the ballast system 14 is started to carry out load reduction, the semi-submersible type floating ship-carrying tank 12 floats upwards, the ultrahigh ship safely drives out of the semi-submersible type floating ship-carrying tank 12, and the cross-navigation bridge 10b passes through; wherein the semi-submersible floating pontoon 12 is returned to the initial position under the urging of the traveling system 13.
It should be noted that the monitoring system may comprise a sensor, such as a water level gauge, capable of measuring the draught of the vessel.
In the present disclosure, referring to fig. 1, the navigation device further includes a side guide wall 15 disposed in a range of a width of a navigation hole of the bridge span 10b and extending in a length direction of the deep trench 10. The semi-submersible floating pontoon 12 is located between two side guide walls 15. The semi-submersible buoyant pontoon 12 is provided with guide means 16 for engaging the side guide walls 15.
In the implementation process, the side guide walls 15 divide a channel of the semi-submersible type floating ship-bearing box 12, so that the ordered passing of ships is ensured; when the semi-submersible floating ship loader 11 carries a ship, the guide device 16 is matched with the side guide wall 15 to realize limiting, the semi-submersible floating ship loader 11 is ensured to pass along a correct channel, the accident caused by the deviation of the semi-submersible floating ship loader 11 from the channel is avoided, and meanwhile, the guide device 16 is matched with the side guide wall 15 to be beneficial to the stable advancing of the semi-submersible floating ship loader 11 and the left-right translation and rolling; it should be noted that, for example, the side guide wall 15 may adopt a portal frame structure with a smaller overall width, a cross brace is arranged in the middle to enhance integrity, and a pile foundation is adopted at the lower part of the portal frame to ensure the strength and stability of the side guide wall 15. It should be noted that the guiding device 16 may be a device including multiple sets of spherical mechanisms, and the multiple sets of spherical mechanisms are arranged on the outer side surface of the semi-submersible floating pontoon 12.
In the present disclosure, the length of each side of the deep channel 10 beyond the bridge span 10b is not less than 1.5 times the length of the semi-submersible floating carrier 11. The length of each side of the side guide wall 15 exceeding the cross-navigation bridge 10b is not less than the length of each side of the deep navigation groove 10 exceeding the cross-navigation bridge 10 b.
Compared with the normal channel, the dredging depth of the deep channel 10 is not less than the sum of the normal traffic ultrahigh value of the designed channel ship type, the thickness of the bottom plate of the semi-submersible floating ship loader 11 and the safety reserved depth.
In the implementation process, the lengths of the deep navigation groove 10 and the side guide wall 15 and the length of each side of the deep navigation groove 10 and the side guide wall 15 exceeding the cross-navigation bridge 10b are limited, so that the safe butt joint of the semi-submersible floating ship loader 11 and the ultrahigh ship is ensured, and the semi-submersible floating ship loader 11 is ensured to safely carry the ultrahigh ship to pass through the cross-navigation bridge 10 b.
In other embodiments, the lengths of the deep channel 10 and the side guide wall 15, and the depth of the deep channel 10 are not limited, and the normal traffic of the ultrahigh ship can be satisfied.
It should be noted that the deep navigation trough 10 is naturally connected with the normal channel bottom 10a through an underwater vertical retaining wall or a slope meeting the self-stability of the natural channel bottom.
It should be noted that the deep navigation trough 10 and the side guide walls 15 can be designed as a single line or multiple lines to meet the traffic of one or more ships. Referring to fig. 1, fig. 1 shows an exemplary deep navigation trough 10 and side guide walls 15 as two lines, i.e., two vessels can be simultaneously passed through.
Referring to fig. 3 and 4, in the present disclosure, the semi-submersible floating ship receiving box 12 includes a ship receiving box body 17 and a gate 18. The ship receiving box 17 is provided with gates 18 at both ends. The monitoring system is also configured to detect the water level inside and outside the ship reception tank 17.
In the implementation process, the gate 18 plays a role in water intake and blocking, when the gate 18 is closed, water cannot enter and exit the ship bearing box body 17, so that the inside of the ship bearing box body 17 is an independent water area for the ultrahigh ship to suspend, and when the gate 18 is opened, the inside of the ship bearing box body 17 is communicated with the outside water area to release the ship; illustratively, when a ship which is not ultrahigh needs to pass through the cross-navigation bridge 10b, the two side gates 18 of the ship-bearing box body 17 are opened, and the ship which is not ultrahigh directly runs, so that the quick navigation of the ship is not influenced, and the whole navigation efficiency of the height-limited bridge area is greatly improved; when the ultrahigh ship needs to pass through the cross-navigation bridge 10b, the internal and external water level information of the ship bearing box body 17 can be detected through the monitoring system, the upstream side gate 18 or an additional water delivery system is gradually opened to fill water into the ship bearing box body 17, so that the internal and external water levels are flushed, the upstream side gate 18 is opened later, the ultrahigh ship is ensured to stably enter the ship bearing box body 17, after the ship bearing box body 17 carries the ultrahigh ship to pass through the cross-navigation bridge 10b, the ship bearing box body 17 floats upwards, the internal and external water level information of the ship bearing box body 17 is detected by the monitoring system, after the internal and external water levels of the ship bearing box body 17 are flushed, the downstream side gate 18 is opened, and the ultrahigh ship smoothly runs out. Illustratively, the gate 18 can be a herringbone gate 18 or a triangular gate 18, and the opening direction is outward; the herringbone gate 18 is adopted, the difference between the internal and external water heads of the gate 18 of the ship bearing box body 17 can be effectively adjusted, and the width of the ship bearing box body 17 is reduced.
In the present disclosure, the ship receiving box 17 is formed with the transfer passage 19, and the transfer passage 19 is communicated with the upstream side and the downstream side of the ship receiving box 17.
In the implementation process, the overflowing channel 19 is used for reducing the resistance of the ship bearing box body 17 in the running process, and water flow can flow through the overflowing channel 19; illustratively, the flow passage 19 includes a flow guide passage 20 formed inside a side wall of the ship receiving box 17, and a flow guide hole 21 formed in an outer side vertical surface of the ship receiving box 17.
In the present disclosure, the ship receiving box 17 is provided with an auxiliary airbag 22, and the auxiliary airbag 22 is located in the flow passage 19. The auxiliary balloon 22 is configured to be controllably inflated and deflated.
In the implementation process, the auxiliary air bag 22 is used for improving the working efficiency of the ballast system 14 and reducing the time of single pass of the ultrahigh ship; when the ship bearing box 17 floats upwards through the ballast system 14, the floating speed can be improved through the inflation and deflation work of the auxiliary air bag 22, for example, after the whole semi-submersible type floating ship bearing box 12 passes through the cross-navigation bridge 10b and is braked and stopped, the ballast system 14 carries out the relief, and the auxiliary air bag 22 is inflated, so that the whole buoyancy is improved, the semi-submersible type floating ship bearing box 12 and an ultrahigh ship quickly float upwards, when the ship bearing box 17 needs to sink or run, the deflation volume of the auxiliary air bag 22 is reduced, the overflow channel 19 is not occupied, and the sinking speed and the running speed are ensured.
In the present disclosure, referring to fig. 3 and 4, the ship receiving box 17 is provided with mooring means 23 for securing a ship.
In the above implementation process, when the ultrahigh ship drives into the ship-receiving box body 17, the ultrahigh ship is connected with the mooring device 23, and the relative position of the ultrahigh ship and the ship-receiving box body 17 is kept, so that the semi-submersible type floating ship-receiving box 12 is ensured to carry the ship stably. Wherein, exemplarily, the mooring device 23 comprises a plurality of sets of fixed mooring hooks arranged at intervals in the horizontal and height direction on the inner wall of the ship-receiving box 17. Alternatively, in the case of a large water level change, the mooring means 23 may comprise a plurality of sets of floating mooring columns arranged at horizontally spaced intervals on the inner wall of the ship receiving box 17. The multiple groups of fixed ship-tying hooks or floating ship-tying columns are respectively connected with the ship, so that the connection stability of the ship and the ship-holding box body 17 is facilitated, meanwhile, the ship is kept static relative to the ship-holding box body 17, and the semi-submersible floating ship-holding box 12 is facilitated to stably carry the ship through the cross-navigation bridge 10 b.
In the present disclosure, ballast system 14 includes a ballast water device and a movable counterweight device.
In the process of realizing the above, the ballast water device acts on the semi-submersible type floating ship-bearing box 12, water can be taken out from the periphery of the semi-submersible type floating ship-bearing box to ballast water, the operation is convenient and fast, meanwhile, the configuration object can be movably pressed and loaded on the semi-submersible type floating ship-bearing box 12 through the movable counterweight device, so that the configuration object can sink quickly, and the ship navigation efficiency is facilitated.
In other embodiments, ballast system 14 may include ballast water means or movable counterweight means.
In the present disclosure, the traveling system 13 may include an engine and a propeller 24 provided on the semi-submersible floating ship-holding tank 12, and the semi-submersible floating ship-holding tank 12 automatically travels through the engine and the propeller 24. It should be noted that the propellers 24 may be provided on both sides of the semi-submersible floating bearing hull 12 in the traveling direction, so as to facilitate the reciprocating movement of the semi-submersible floating bearing hull 12.
In other embodiments, the traveling system 13 includes a towing trolley, which is provided on the side guide wall 15 and tows the semi-submersible type floating bearing ship box 12.
In the implementation process, the semi-submersible type floating bearing ship box 12 is pulled to run between the two side guide walls 15 through the traction trolley on the side guide walls 15, so that the safe running of the semi-submersible type floating bearing ship box 12 is facilitated; meanwhile, the maintenance cost of the traction trolley is low, and the control of the cost of navigation facilities is facilitated.
It should be noted that the navigation facility described above has at least the following effects:
(1) the utility model solves the problem of navigation obstruction caused by insufficient navigation clearance in the existing cross-navigation bridge area by dredging the deep navigation channel and adopting the semi-submersible type floating ship loader 11, and breaks through the bottleneck of inland river navigation, thereby being beneficial to improving the navigation ship grade and fully exerting the advantage of water transportation;
(2) the utility model constructs a powerful support of a comprehensive three-dimensional traffic system, adopts a downward-wearing mode to pass through a height-limited bridge, and saves land resources; compared with an up-span type three-dimensional traffic facility such as a ship lift, the down-through type navigation system has higher navigation efficiency, better safety and more engineering implementation possibility;
(3) the utility model discloses can carry out nimble dispatch operation according to the navigation boats and ships condition, can open the floodgate operation when no super high boats and ships, do not influence the quick navigation of general boats and ships, improve the whole navigation efficiency in limit for height bridge district greatly. The semi-submersible floating ship-carrying box 12 can go to a maintenance position without influencing the normal navigation of a channel in a motor barge traction or self-navigation mode during the maintenance period, so that the non-navigation is realized during the maintenance period;
(4) the utility model discloses a set up the side and lead wall 15 and provide boats and ships side direction spacing, protect existing bridge, ensured boats and ships safety gap bridge.
(5) Meanwhile, according to the arrangement condition of navigation holes in an existing bridge area, the side guide wall 15 can be flexibly adopted to be in a single-hole or multi-hole form, the single-line or multi-line semi-submersible floating ship loader 11 can be arranged, and the adaptability is good.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims (10)

1. A navigable facility, comprising:
the deep navigation groove is formed at the bottom of the normal channel and penetrates through the cross-navigation bridge; and
the semi-submersible floating ship loader is configured to float on a deep navigation groove in a controllable manner at a draught depth and is used for carrying a ship to pass through the cross-navigation bridge, and comprises a semi-submersible floating ship carrying box, a traveling system, a ballast system and a monitoring system; the semi-submersible floating ship-bearing box floats on the deep navigation groove; the travelling system is configured to drive the semi-submersible floating pontoon to pass in the deep channel; the ballast system is configured to regulate the draft of the semi-submersible floating pontoon; the monitoring system is configured to detect the draft and height of the vessel and control to the ballast system.
2. Navigable installation according to claim 1,
the semi-submersible floating ship-bearing box comprises a ship-bearing box body and a gate;
the two ends of the ship bearing box body are provided with the gates;
the monitoring system is further configured to detect the water levels inside and outside the ship receiving tanks.
3. Navigable installation according to claim 2,
the ship-carrying box body is formed with a flow passage, and the flow passage is communicated with the upstream side and the downstream side of the ship-carrying box body.
4. Navigable installation according to claim 3,
the ship-carrying box body is provided with an auxiliary air bag which is positioned in the overflowing channel;
the auxiliary balloon is configured to be controllably inflated and deflated.
5. Navigable installation according to claim 2,
the ship-holding box body is provided with a mooring line device for fixing a ship.
6. Navigable installation according to claim 1,
the ballast system comprises ballast water means and/or movable counterweight means.
7. Navigation installation according to any one of claims 1 to 6,
the navigation facility further comprises a side guide wall which is arranged in the width range of the navigation hole of the cross-navigation bridge and extends along the length direction of the deep navigation groove;
the semi-submersible floating ship-bearing box is positioned between the two side guide walls;
the semi-submersible floating ship-supporting box is provided with a guide device which is used for being matched with the side guide wall.
8. Navigable installation according to claim 7,
the length of each side of the deep navigation groove exceeding the cross-navigation bridge is not less than 1.5 times of the length of the semi-submersible floating ship loader;
the length of each side of the side guide wall exceeding the cross-navigation bridge is not less than the length of each side of the deep navigation groove exceeding the cross-navigation bridge;
compared with a normal channel, the dredging depth of the deep channel is not less than the sum of the normal traffic ultrahigh value of the designed channel, the thickness of the bottom plate of the semi-submersible floating ship loader and the safety reserved depth.
9. Navigable installation according to claim 7,
the advancing system comprises a traction trolley, the traction trolley is arranged on the side guide wall and is used for drawing the semi-submersible type floating ship-carrying box.
10. Navigable installation according to claim 1,
the advancing system comprises an engine and a propeller which are arranged on the semi-submersible type floating ship-bearing box.
CN202120055887.XU 2021-01-08 2021-01-08 Navigation facility Active CN214737827U (en)

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Application Number Priority Date Filing Date Title
CN202120055887.XU CN214737827U (en) 2021-01-08 2021-01-08 Navigation facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120055887.XU CN214737827U (en) 2021-01-08 2021-01-08 Navigation facility

Publications (1)

Publication Number Publication Date
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Application Number Title Priority Date Filing Date
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808899A (en) * 2022-03-14 2022-07-29 贵州乌江水电开发有限责任公司 Spliced ship receiving chamber of ship elevator of hydropower station

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808899A (en) * 2022-03-14 2022-07-29 贵州乌江水电开发有限责任公司 Spliced ship receiving chamber of ship elevator of hydropower station
CN114808899B (en) * 2022-03-14 2023-09-29 贵州乌江水电开发有限责任公司 Spliced hydropower station ship lift ship-receiving box

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