Tide type buoy structure suitable for suspension tunnel
阅读说明:本技术 一种适用于悬浮隧道的潮汐式浮筒结构 (Tide type buoy structure suitable for suspension tunnel ) 是由 陈良志 杨艺平 钱原铭 朱峰 黄黎明 陈家悦 谢正坚 李家华 杨彪 廖晨彦 梁庆 于 2020-07-02 设计创作,主要内容包括:本发明公开了一种适用于悬浮隧道的潮汐式浮筒结构,包括有浮筒主体结构、灌排水系统、人行检修通道和附属设施等,浮筒主体结构可采用由钢板外壳围成的、密闭的箱体结构,外部呈流水线型,内部由纵横隔板进行结构加固,并分隔出配重仓、设备仓、潮汐仓等舱体结构。灌排水系统包括灌排水设备,可根据海平面实际水位精确调整潮汐仓的水位,达到调整浮筒结构自重,减少潮差荷载对悬浮隧道影响的目的。附属设施可包含太阳能发电装置、系船柱、照明设备等。本发明解决了浮筒式悬浮隧道受潮差影响大、浮筒运营维修不便利等设计难题。各部分结构施工简单,主要材料为混凝土、钢材等常用材料,工程造价低,日常运营和维护较为方便。(The invention discloses a tide type buoy structure suitable for a suspension tunnel, which comprises a buoy main body structure, a water filling and drainage system, a pedestrian access passage, accessory facilities and the like, wherein the buoy main body structure can adopt a closed box body structure enclosed by a steel plate shell, the exterior of the buoy main body structure is of a streamline type, the interior of the buoy main body structure is structurally reinforced by longitudinal and transverse partition plates, and cabin body structures such as a counterweight cabin, an equipment cabin and a tide cabin are separated. The irrigation and drainage system comprises irrigation and drainage equipment, and can accurately adjust the water level of the tidal bin according to the actual water level of the sea level, so that the aims of adjusting the self weight of the buoy structure and reducing the influence of tidal range load on the suspended tunnel are fulfilled. The ancillary facilities may include solar power plants, bollards, lighting, and the like. The invention solves the design problems that the float-type suspension tunnel is greatly influenced by the tidal range, the float is inconvenient to operate and maintain and the like. The construction of each part structure is simple, the main materials are common materials such as concrete, steel and the like, the construction cost is low, and the daily operation and maintenance are more convenient.)
1. The utility model provides a morning and evening tides formula flotation pontoon structure suitable for suspension tunnel, includes the main part, its characterized in that: the main body is provided with an equipment bin, a tide bin and a counterweight bin, and the equipment bin is provided with a water filling and draining system which comprises a water filling pump, a water inlet pipe, a water draining pump and a water draining pipe; the tide bin is connected with the irrigation and drainage system to form a structure capable of irrigating and draining water for the tide bin through the irrigation and drainage system, and the water level of the tide bin is controlled through the irrigation and drainage system to adjust the self gravity of the buoy structure; an electrical control device is also arranged in the equipment bin, and the irrigation pump and the drainage pump are respectively connected with the electrical control device.
2. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: a plurality of tide cabins are arranged in the main body, each tide cabin is formed by separating criss-cross longitudinal partition plates and transverse partition plates, and the lower parts of the longitudinal partition plates and/or the transverse partition plates are provided with communicating holes to enable the adjacent tide cabins to be communicated with each other; the water inlet pipe and the water outlet pipe are respectively connected with at least one tidal bin, the water inlet of the water inlet pipe extends into the water, and the outlet of the water outlet pipe is exposed out of the main body.
3. The tidal buoy structure suitable for a suspension tunnel of claim 2, wherein: the main body comprises a bottom plate, side plates and a top plate, wherein the side plates are fixedly connected with the upper surface of the bottom plate, the top plate is fixed at the tops of the side plates, the main body with an internal cavity structure is formed by enclosing the bottom plate, the side plates and the top plate, and two sides of the main body are of a streamline structure; the bottom plate comprises a two-layer structure, the bottom layer is a steel plate, the surface layer is a concrete layer, and the concrete layer is laid on the steel plate; the side plates and the top plate are both made of steel plates, and the top plate is provided with drainage slopes towards two sides; the longitudinal partition plate and the transverse partition plate are of steel plate structures, reinforced concrete structures or reinforced concrete combined structures.
4. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: the tide cabin is arranged in the middle of the main body, the equipment cabins are arranged on two sides of the tide cabin, the counterweight cabins are respectively arranged at the head end and the tail end of the main body, the two counterweight cabins are respectively adjacent to the two equipment cabins, and concrete is arranged in the counterweight cabins to be used as a counterweight structure; two sets of irrigation and drainage systems are respectively arranged in the two equipment bins, and a water inlet pipe and a water drainage pipe of the irrigation and drainage systems are respectively arranged on two sides of the main body.
5. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: the main body is provided with a solar power generation device, the solar power generation device is connected with an electrical control device, and the power of the solar power generation device is merged into a power system of the suspended tunnel.
6. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: a diesel generator is arranged in the equipment bin and connected with electrical control equipment to form a standby power supply for the buoy structure and the suspension tunnel.
7. The tidal buoy structure suitable for a suspension tunnel of claim 3, wherein: gaps are reserved between the top of the longitudinal partition plate and the top of the transverse partition plate and the top plate, a pedestrian overhaul channel is arranged along the top of the longitudinal partition plate and the top of the transverse partition plate, and the equipment bins on the two sides are communicated through the pedestrian overhaul channel; a manhole is arranged between the top plate and the pedestrian access passage, a ladder is arranged on the side face of the main body, a ladder is also arranged between the pedestrian access passage and the equipment bin, an access hole leading to the equipment bin is further formed in the top plate, and the aperture of the access hole is larger than the size of the largest equipment in the equipment bin.
8. The tidal buoy structure suitable for a suspension tunnel of claim 3, wherein: the outer surface of the side plate is evenly provided with a plurality of sacrificial anode blocks, and the outer surface of the side plate is also coated with an anticorrosive coating.
9. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: the main body is provided with an accessory facility, the accessory facility comprises a lighting lamp arranged along the periphery of the top of the main body, a navigation lamp arranged at one end of the main body, a lightning rod arranged at the other end of the main body and a mooring post arranged at the edge of the top of the main body, and the lighting lamp, the navigation lamp and the lightning rod are respectively connected with an electric control device; a guardrail is further arranged along the top edge of the main body, and the top of the main body is surrounded by the guardrail.
10. The tidal buoy structure suitable for a suspension tunnel of claim 1, wherein: the bottom of the main body is connected with a connecting rod, and the buoy structure is connected with the suspension tunnel through the connecting rod; the electrical control equipment of the equipment bin is connected with the electrical equipment in the suspension tunnel through a connecting rod by a cable, and the electrical control equipment comprises a manual control module, an automatic control module and a remote control module.
Technical Field
The invention relates to the technical field of ocean engineering, in particular to a buoy structure suitable for a suspension tunnel.
Background
The suspended tunnel is used as a brand-new cross-sea river-crossing scheme which gives consideration to both traffic and environment, has the advantages of environmental friendliness, low requirement on geological conditions, no limitation on water depth and span and the like, and therefore research on the suspended tunnel is carried out in many countries in the world. From the structural style, the suspension tunnel mainly comprises a free type, a floating cylinder type, a rivet cable type and a pressure-bearing pier type. Wherein, the cabin load and the solid-to-air ratio are pressed through the cross-section of control body in float-type suspension tunnel, make the buoyancy of pipeline self be less than gravity, and the flotation pontoon is connected at the top, guarantees the stability of structure by providing vertical pulling force through the flotation pontoon. The buoy type suspension tunnel has stronger adaptability to different water depths and spans, but has higher sensitivity to wave currents because the buoy is built on the surface of water flow. And since the suspension tunnel is usually constructed in a deep sea area, the tidal range is often large. When the sea level is higher than the still water level, the buoy has the tendency of floating upwards, and additional upward pulling force is generated on the main body structure of the tunnel; when the sea level is lower than the still water level, the buoy has a tendency to sink, and additional downward thrust is generated on the tunnel main body structure. This cyclic reciprocating tidal load affects the stability of the tunnel body structure, which can cause fatigue damage to the structure. Meanwhile, as a structure floating on the sea, the equipment control and energy input are not convenient enough, and the daily maintenance is difficult. How to effectively reduce the influence of tidal range load, improve the routine maintenance convenience is the problem that awaits a diligent solution in current flotation pontoon structural design.
Disclosure of Invention
The invention aims to solve the technical problem of the prior art and provides a tide type buoy structure which can change the self gravity along with the tide change, enables a suspension tunnel to keep a more stable state and can avoid the structural damage to the suspension tunnel.
In order to solve the technical problems, the invention adopts the following technical scheme: the utility model provides a morning and evening tides formula flotation pontoon structure suitable for suspension tunnel, includes the main part, its characterized in that: the main body is provided with an equipment bin, a tide bin and a counterweight bin, and the equipment bin is provided with a water filling and draining system which comprises a water filling pump, a water inlet pipe, a water draining pump and a water draining pipe; the tide bin is connected with the irrigation and drainage system to form a structure capable of irrigating and draining water for the tide bin through the irrigation and drainage system, and the water level of the tide bin is controlled through the irrigation and drainage system to adjust the self gravity of the buoy structure, so that the position of the tide bin in the water is accurately controlled; an electrical control device is also arranged in the equipment bin, and the irrigation pump and the drainage pump are respectively connected with the electrical control device.
Furthermore, a plurality of tide cabins are arranged in the main body, each tide cabin is formed by separating criss-cross longitudinal partition plates and transverse partition plates, and the lower parts of the longitudinal partition plates and/or the transverse partition plates are provided with communicating holes to enable the adjacent tide cabins to be communicated with each other; the water inlet pipe and the water outlet pipe are respectively connected with at least one tidal bin, the water inlet of the water inlet pipe extends into the water, and the outlet of the water outlet pipe is exposed out of the main body.
Furthermore, the main body comprises a bottom plate, side plates and a top plate, the side plates are fixedly connected with the upper surface of the bottom plate, the top plate is fixed at the tops of the side plates, the main body with an internal cavity structure is formed by enclosing the bottom plate, the side plates and the top plate, and two sides of the main body are of a streamline structure; the bottom plate comprises a two-layer structure, the bottom layer is a steel plate, the surface layer is a concrete layer, and the concrete layer is laid on the steel plate; the side plates and the top plate are made of steel plates, and the top plate is provided with drainage slopes towards two sides so as to facilitate rainwater drainage; the longitudinal partition plate and the transverse partition plate are of steel plate structures, reinforced concrete structures or reinforced concrete combined structures.
Furthermore, the tide cabin is arranged in the middle of the main body, the equipment cabins are arranged on two sides of the tide cabin, the counterweight cabins are respectively arranged at the head end and the tail end of the main body, the two counterweight cabins are respectively adjacent to the two equipment cabins, and concrete is arranged in the counterweight cabins to be used as a counterweight structure; two sets of irrigation and drainage systems are respectively arranged in the two equipment bins, and a water inlet pipe and a water drainage pipe of the irrigation and drainage systems are respectively arranged on two sides of the main body. The number of the sets of the drainage pump and the irrigation pump is not less than 2, and the power of the drainage pump and the irrigation pump is required to ensure that the rest equipment can meet the normal operation of the buoy under the condition that one set of equipment cannot work.
Furthermore, a solar power generation device is installed on the main body, the solar power generation device is connected with the electrical control equipment, and the power of the solar power generation device is merged into the power system of the floating tunnel.
Furthermore, a diesel generator is arranged in the equipment bin and connected with the electrical control equipment to form a standby power supply for the buoy structure and the suspension tunnel. The irrigation and drainage system of the buoy can work as usual under special conditions such as accidental power failure.
Furthermore, gaps are formed between the top of the longitudinal partition plate and the top of the transverse partition plate and the top plate, a pedestrian overhaul channel is arranged along the top of the longitudinal partition plate and the top of the transverse partition plate, and the equipment bins on the two sides are communicated through the pedestrian overhaul channel; the manhole is arranged between the top plate and the pedestrian access passage, the ladder is arranged on the side face of the main body, the ladder is also arranged between the pedestrian access passage and the equipment bin, the manhole leading to the equipment bin is also arranged on the top plate, and the aperture of the manhole is larger than the size of the largest equipment in the equipment bin so as to meet the maximum requirement of equipment maintenance in the equipment bin. When the equipment is overhauled, the overhauling equipment is adjusted by ship equipment through an overhauling hole; and the maintenance personnel enter the equipment bin along the manway maintenance channel by the ship berthing on the outer plate of the buoy to perform equipment maintenance.
Furthermore, a plurality of sacrificial anode blocks are uniformly distributed on the outer surface of the side plate, and an anti-corrosion coating is further coated on the outer surface of the side plate, so that the durability of the main body structure is improved.
Furthermore, the main body is provided with an accessory facility, the accessory facility comprises a lighting lamp arranged along the periphery of the top of the main body, a navigation lamp arranged at one end of the main body, a lightning rod arranged at the other end of the main body, a mooring post arranged at the edge of the top of the main body and the like so as to meet the requirements of structure floating installation and safe production, and the lighting lamp, the navigation lamp and the lightning rod are respectively connected with an electric control device; a guardrail is further arranged along the top edge of the main body, and the top of the main body is surrounded by the guardrail.
Furthermore, the bottom of the main body is connected with a connecting rod, and the buoy structure is connected with the suspension tunnel through the connecting rod; the electric control equipment of the equipment bin penetrates through the connecting rod by a cable to be connected with the electric equipment in the suspension tunnel, a water level real-time monitoring device is arranged in the tidal bin, and monitoring information is accessed into the computer terminal through a communication cable. The electric control equipment comprises a manual control module, an automatic control module and a remote control module. For example, the irrigation pump and the drainage pump can be controlled remotely by a computer or manually by field operators, and of course, any control mode belongs to the realizable in the prior art and is not described herein.
Compared with the prior art, the invention has the following main advantages: first, the flotation pontoon structure self has the drainage system of irritating, but the water level in accurate control morning and evening tides storehouse reaches the purpose of control flotation pontoon self gravity to effectively reduce the influence of tidal range load to the tunnel main part.
And secondly, the communication cable and the power cable can be connected into the tunnel through a connecting rod, the inside of the structure contains automatic water level monitoring equipment of a tidal bin, and a water irrigation and drainage system can be remotely controlled by a computer, so that the intelligent operation convenience of the buoy is improved.
And thirdly, the top of the buoy is provided with a solar power generation device, the generated power is merged into a power system of the main tunnel, the structural space is fully utilized, continuous clean energy can be provided for daily operation of the buoy, and redundant power supplies can also supply power for the main tunnel.
Fourthly, the end part of the buoy structure is designed into a streamline type, so that the acting force of water flow can be effectively reduced.
Fifthly, safety facilities such as a navigation light and a lightning rod are arranged in the structure, so that the safety of the structure can be improved; and mooring facilities such as mooring columns and mooring rings, pedestrian overhaul channels and the like are arranged, so that the daily operation and maintenance are facilitated.
Sixthly, the buoy structure and the tunnel main body structure can be prefabricated in a factory, and construction is convenient; the main materials are materials commonly used in engineering, such as concrete, steel and the like, so that the construction and maintenance cost of the buoy can be greatly reduced. The structure considers the anti-corrosion facility, has increased the durability of structure.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic perspective view of another embodiment of the present invention;
FIG. 3 is a schematic top plan view of the present invention;
FIG. 4 is a schematic view of the top plan view of the present invention;
FIG. 5 is a schematic bottom plan view of the present invention;
FIG. 6 is a schematic plan view of the present invention from the left side;
FIG. 7 is a schematic cross-sectional view from the left side of the present invention;
fig. 8 is a schematic sectional view from the right side of the present invention.
In the figure, 11 is a bottom plate, 12 is a side plate, 13 is a top plate, 14 is a guardrail, 15 is a sacrificial anode block, 2 is an equipment bin, 21 is a water filling pump, 22 is a water inlet pipe, 23 is a drainage pump, 24 is a drainage pipe, 3 is a tide bin, 31 is a longitudinal partition plate, 32 is a transverse partition plate, 33 is a communication hole, 41 is a solar power generation device, 42 is an electrical control device, 43 is a diesel generator, 51 is a manway access channel, 52 is a ladder stand, 53 is a manway, 54 is an access hole, 55 is a ladder stand, 61 is an illuminating lamp, 62 is a navigation lamp, 63 is a lightning rod, 64 is a bollard, 7 is a counterweight bin, 8 is concrete, and 9 is a connecting rod.
Detailed Description
The invention is further illustrated by the following specific embodiments in conjunction with the accompanying drawings:
in this embodiment, referring to fig. 1 to 8, the tidal buoy structure suitable for a suspension tunnel includes a main body, in which an
A plurality of
The main body comprises a
The
A solar
A
Gaps are reserved between the tops of the
A plurality of
The main body is provided with accessory facilities, the accessory facilities comprise an
The bottom of the main body is connected with a connecting
The main body buoy structure and the auxiliary facilities are prefabricated and installed together with the tunnel pipe sections connected at the lower part in a factory. And after the completion, the ship equipment moves to the engineering designated sea area. When the buoys are floating, maintaining sufficient ballast water level in the
After the tunnel is built, when the sea level water level is higher than the still water level, the
The present invention has been described in detail, and it should be understood that the detailed description and specific examples, while indicating the preferred embodiment of the invention, are intended for purposes of illustration only and are not intended to limit the scope of the invention.
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