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CN110644534A - A buoyancy variable suspension tunnel - Google Patents

A buoyancy variable suspension tunnel Download PDF

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CN110644534A
CN110644534A CN201911022056.6A CN201911022056A CN110644534A CN 110644534 A CN110644534 A CN 110644534A CN 201911022056 A CN201911022056 A CN 201911022056A CN 110644534 A CN110644534 A CN 110644534A
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tunnel
buoyancy
collision
box
controllable
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CN110644534B (en
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陈澜铠
李雪艳
宋克志
董晓龙
李伟
王宇航
王嘉睿
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Ludong University
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/063Tunnels submerged into, or built in, open water
    • E02D29/067Floating tunnels; Submerged bridge-like tunnels, i.e. tunnels supported by piers or the like above the water-bed
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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Abstract

The invention discloses a buoyancy-variable suspension tunnel which comprises a tunnel frame, a buoyancy-controllable buoyancy tank, a lane, a tunnel balance detection device, a tunnel anti-collision buoyancy tank linking device, a tunnel protective shell, an anti-collision system and an escape system, wherein the buoyancy-controllable buoyancy tank is arranged on the tunnel frame; the floating tunnel adopts a buoyancy-controllable buoyancy tank, the buoyancy of the tunnel is changed by adjusting the buoyancy tank, and the work of each part is controlled by the budget of the vehicle position and the instrument detection of a tunnel balance detection device; and the suspension tunnel construction is simple, and the structural style is simple simultaneously, and it is comparatively convenient to maintain.

Description

一种浮力可变悬浮隧道A buoyancy variable suspension tunnel

技术领域:Technical field:

本发明属于隧道工程技术领域,具体地讲是一种浮力可变悬浮隧道,是一种可以根据自身重力改变浮力的悬浮式隧道,适用于海洋、湖泊和水库。The invention belongs to the technical field of tunnel engineering, in particular to a buoyancy variable suspension tunnel, which is a suspension tunnel that can change buoyancy according to its own gravity, and is suitable for oceans, lakes and reservoirs.

背景技术:Background technique:

悬浮隧道作为一种新型的交通运输方式,世界上很多国家都对悬浮隧道展开了研究。跨越江河湖海的交通运输方式,从空间位置上来看,由上到下依次为大跨度桥梁、悬浮隧道、沉管隧道、海底隧道。其中,大跨度桥梁、沉管隧道、海底隧道为传统的跨越江河湖泊的交通结构物;沉管隧道是将隧道管段分段预制,每段两端设置临时止水头部,然后浮运至隧道轴线处,沉放在预先挖好的地槽(基槽)内,完成管段间的水下连接,移去临时止水头部,回填基槽保护沉管,铺设隧道内部设施,从而形成一个完整的水下通道。海底隧道修建的缺点:建设成本高,建设过程中需要解决的复杂问题多,如地质、地形、岩层裂缝、漏水等等。因此总的造价也很高,且建设周期长。海底隧道存在的不足:从生态角度来讲,海底隧道开通会影响海洋生物尤其是海底生物的正常生存环境。As a new mode of transportation, floating tunnels have been studied in many countries around the world. From the perspective of spatial location, the modes of transportation across rivers, lakes and seas are long-span bridges, suspended tunnels, immersed tunnels, and undersea tunnels from top to bottom. Among them, long-span bridges, immersed tunnels, and submarine tunnels are traditional traffic structures that span rivers and lakes; immersed tunnels are prefabricated sections of tunnel sections, with temporary water stop heads at both ends of each section, and then floated to the tunnel At the axis, it is sunk in the pre-digged trench (foundation trench), the underwater connection between the pipe sections is completed, the temporary water stop head is removed, the foundation trench is backfilled to protect the immersed pipe, and the internal facilities of the tunnel are laid to form a complete underwater channel. Disadvantages of submarine tunnel construction: high construction cost, and many complex problems to be solved in the construction process, such as geology, topography, cracks in rock formations, water leakage and so on. Therefore, the total cost is also high, and the construction period is long. Disadvantages of undersea tunnels: From an ecological point of view, the opening of undersea tunnels will affect the normal living environment of marine organisms, especially undersea organisms.

悬浮隧道与传统的跨越江河湖海的交通结构物相比,有独有的特点与自身魅力,在很多情况下也是一种非常有竞争力的选择方案,它相比其他跨越方式的优势和竞争力体现在以下方面:Compared with the traditional traffic structures spanning rivers, lakes and seas, the suspension tunnel has unique characteristics and its own charm, and is also a very competitive option in many cases. Strength is reflected in the following aspects:

悬浮隧道的修建不会对周边的自然环境造成很大的影响,不会对沿海岸的地质岩层进行扰动,也不会对建造地点的自然景观造成影响;悬浮隧道可以全天候运营,与大会跨度桥梁相比不会受到海啸、大风、暴雨、浓雾等极端恶劣气候条件的影响,可以保证城市交通的畅通。The construction of the suspension tunnel will not have a great impact on the surrounding natural environment, nor will it disturb the geological rock formations along the coast, nor will it affect the natural landscape of the construction site; the suspension tunnel can be operated around the clock, and the conference span bridge Compared with not being affected by extreme weather conditions such as tsunami, strong wind, heavy rain, dense fog, etc., it can ensure the smooth flow of urban traffic.

悬浮隧道一般设置于水下30~50m,参考航运部门提供的相关资料,此设置深度对水面上的航运造成的影响很小;水中悬浮隧道由于悬浮在水中,并不同于沉管隧道和海底隧道,受海床的地貌、水文地质条件等的直接影响作用不会很大。Suspended tunnels are generally set at 30-50m underwater. Referring to the relevant information provided by the shipping department, this setting depth has little impact on the navigation on the water surface; the floating tunnels in water are different from immersed tunnels and submarine tunnels because they are suspended in the water. , it will not be directly affected by the topography and hydrogeological conditions of the seabed.

悬浮隧道的放置位置比沉管隧道与海底隧道要往上一些,这样就减小了汽车行驶过程中的爬坡坡度,提高通行效率,同时也可降低汽车的油耗,节约能源和保护环境。The placement of the suspension tunnel is higher than that of the immersed tunnel and the undersea tunnel, which reduces the slope of the car during driving, improves the traffic efficiency, and also reduces the fuel consumption of the car, saves energy and protects the environment.

还可以保护部分水域的风景名胜,例如高山之间深峡谷形成的湖泊。这些优点是传统的跨越方式几乎不可能实现的,但是悬浮隧道提供了这种水域情况下的交通选择,并且是唯一选择。Scenic spots in parts of the body of water, such as lakes formed by deep canyons between mountains, can also be protected. These advantages are almost impossible to achieve with traditional crossing methods, but the suspension tunnel provides the transportation option in this water situation and is the only option.

在使用功能方面,悬浮隧道可以通过汽车、火车、小型机动车、等,还可以让需要经过海洋的光纤、通信设备、电缆、管道设备等在海下穿行。In terms of use function, the suspension tunnel can pass cars, trains, small motor vehicles, etc., and can also allow optical fibers, communication equipment, cables, pipeline equipment, etc. that need to pass through the ocean to pass under the sea.

现有悬浮隧道存在的不足:目前在世界上尚未形成系统、完备的理论体系,需要突破长跨度悬浮结构流固耦合机理、深水环境下悬浮隧道结构承载力特性、恶劣海况下结构支撑系统稳定性等重大核心科学难题,以及结构设计标准体系制定、高韧性高强度特殊结构新材料研发、深水复杂条件施工工艺、工法、装备制造、风险评估等一系列工程技术问题。The shortcomings of existing suspension tunnels: At present, there is no systematic and complete theoretical system in the world. It is necessary to break through the fluid-solid coupling mechanism of long-span suspension structures, the bearing capacity characteristics of suspension tunnel structures in deep water environment, and the stability of structural support systems under severe sea conditions. and other major core scientific problems, as well as a series of engineering and technical issues such as the formulation of structural design standard systems, the research and development of new materials for high-toughness and high-strength special structures, construction techniques, construction methods, equipment manufacturing, and risk assessment in deep water complex conditions.

发明内容:Invention content:

本发明的目的是克服上述已有技术的不足,而提供一种浮力可变悬浮隧道,是一种完全靠浮力维持自身平衡的悬浮隧道。The purpose of the present invention is to overcome the above-mentioned deficiencies of the prior art, and to provide a buoyancy variable suspension tunnel, which is a suspension tunnel that completely relies on buoyancy to maintain its own balance.

本发明提供的技术方案是:一种浮力可变悬浮隧道,其特殊之处在于,包括隧道框架、浮力可控浮箱、车道、隧道平衡检测装置、隧道防撞浮箱链接装置、隧道保护外壳、防撞系统和逃生系统;The technical scheme provided by the present invention is: a buoyancy variable suspension tunnel, which is special in that it includes a tunnel frame, a buoyancy controllable buoyancy box, a lane, a tunnel balance detection device, a tunnel anti-collision buoyant box linking device, and a tunnel protective shell , collision avoidance system and escape system;

所述的隧道框架内设浮力可控浮箱、车道和隧道平衡检测装置,浮力可控浮箱固定在框架上,车道与浮力可控浮箱连接固定,在车道的下方中间的位置设隧道平衡检测装置;所述的隧道框架外设隧道保护外壳;所述的隧道框架两端分别通过隧道防撞浮箱链接装置连接防撞系统;隧道两端装有车辆重量检测装置;The tunnel frame is equipped with a buoyancy controllable buoyancy box, a lane and a tunnel balance detection device, the buoyancy controllable buoyancy box is fixed on the frame, the lane is connected and fixed with the buoyancy controllable buoyancy box, and a tunnel balance is set at the lower and middle position of the lane. a detection device; the tunnel frame is provided with a tunnel protection shell; the two ends of the tunnel frame are respectively connected to the anti-collision system through the tunnel anti-collision floating box link device; the two ends of the tunnel are equipped with a vehicle weight detection device;

所述的隧道框架的结构材料使用钢筋混凝土,能够使隧道结构更加坚固;隧道框架的外部保护材料选用碳纤维复合材料或玻璃纤维复合材料;The structural material of the tunnel frame is made of reinforced concrete, which can make the tunnel structure stronger; the external protection material of the tunnel frame is selected from carbon fiber composite material or glass fiber composite material;

所述的浮力可控浮箱设置在隧道框架的上、下、左、右位置,浮力可控浮箱包括外壳,外壳的两端为半球形封头,所述的外壳内设可控浮箱主仓、可控浮箱副仓,可控浮箱副仓位于可控浮箱主仓两侧;所述的可控浮箱主仓上设两个排气阀;所述的可控浮箱副仓上设进气出气阀、进水出水阀和进水压力泵,通过控制进水和出水,进气和出气来改变隧道所受的浮力;The buoyancy controllable floating box is arranged at the upper, lower, left and right positions of the tunnel frame, and the buoyancy controllable floating box includes a shell, the two ends of the shell are hemispherical heads, and the shell is provided with a controllable floating box The main warehouse and the controllable floating box auxiliary warehouse, the controllable floating box auxiliary warehouse is located on both sides of the controllable floating box main warehouse; the controllable floating box main warehouse is provided with two exhaust valves; the controllable floating box The auxiliary warehouse is equipped with air inlet and outlet valve, water inlet and outlet valve and water inlet pressure pump, which can change the buoyancy of the tunnel by controlling the water inlet and outlet, and the air inlet and outlet;

所述的隧道平衡检测装置位于车道中间下方,隧道平衡检车装置采用陀螺仪,陀螺仪器能提供准确的方位、水平、位置、速度和加速度信号;各检测装置检测出信号,传到电脑,通过电脑计算处理,发出控制信号;The tunnel balance detection device is located under the middle of the lane, and the tunnel balance vehicle detection device adopts a gyroscope, which can provide accurate azimuth, level, position, speed and acceleration signals; each detection device detects the signal and transmits it to the computer. The computer calculates and processes, and sends out control signals;

所述的防撞系统通过隧道防撞浮箱链接装置与隧道保护外壳连接,防撞系统由防撞系统内部连接装置、防撞浮箱保护外壳、防撞系统内部浮箱组成;所述的防撞浮箱保护外壳为三角形,其中一边靠紧并固定在隧道保护外壳,防撞系统内部浮箱在防撞浮箱保护外壳的中央,通过防撞系统内部连接装置连接框架连接防撞浮箱保护外壳和防撞系统内部浮箱,使二者相对固定;防撞系统内部浮箱采用FRP材料,外部受撞部位的结构借助其强度和韧性保证在不受破坏的前提下以最大的强度向内凹陷;The anti-collision system is connected with the tunnel protective shell through the tunnel anti-collision buoyancy box linking device, and the anti-collision system is composed of the internal connecting device of the anti-collision system, the anti-collision floating box protective shell, and the internal floating box of the anti-collision system; The protective shell of the collision buoyancy box is triangular, one of which is close to and fixed to the tunnel protective shell. The inner buoyancy box of the anti-collision system is in the center of the protective shell of the anti-collision buoyancy box, and the anti-collision buoyant box protection is connected to the frame through the internal connection device of the anti-collision system. The shell and the internal floating box of the anti-collision system are relatively fixed; the internal floating box of the anti-collision system is made of FRP material, and the structure of the external impacted part is guaranteed to be inward with the maximum strength without being damaged by its strength and toughness. sunken;

所述的隧道防撞浮箱链接装置是使用普通机械连接结构,在隧道保护外壳和防撞浮箱保护外壳上安装有销钉,在隧道防撞浮箱链接装置上留有连接孔;安装时只需要将隧道防撞浮箱链接装置上的连接孔对准,隧道保护外壳和防撞浮箱保护外壳上的销钉,进行插入连接即可;The tunnel anti-collision buoyant box linking device uses a common mechanical connection structure, and pins are installed on the tunnel protective shell and the anti-collision buoyant box protective shell, and connecting holes are left on the tunnel anti-collision buoyancy box link device; It is necessary to align the connection holes on the tunnel anti-collision buoyancy box linking device, and insert the pins on the tunnel protective shell and the anti-collision buoyant box protective shell to connect;

所述的逃生系统位于车道两边,车道两边通过逃生系统入口连接逃生舱存放空间,每个逃生舱存放空间存放两个以上逃生舱,逃生舱存放空间上面有逃生舱弹射口,直接连接到海里;逃生舱有逃生舱入口、内设有氧气供应系统、逃生舱座椅、逃生舱动力系统;逃生舱入口采用舱外平动的舱门、压力密封的方式与舱体连接;氧气供应系统分为两部分,一部分为氧气储存装置,设置于外壳与逃生舱座椅之间,内储存有充足的氧气,另一部分为氧气供应装置,设置于逃生舱座椅上,氧气储存装置与供应装置相连接;逃生舱座椅采用安全带固定方式;逃生舱动力系统置于逃生舱底部,使用喷气动力和弹射,使逃生舱快速冲出隧道;The escape system is located on both sides of the lane, and the two sides of the lane are connected to the escape cabin storage space through the escape system entrance, each escape cabin storage space stores more than two escape cabins, and the escape cabin storage space is provided with an escape cabin ejection port, which is directly connected to the sea; The escape cabin has an entrance to the escape cabin, an oxygen supply system, an escape cabin seat, and an escape cabin power system; the entrance to the escape cabin is connected to the cabin by means of a hatch that moves outside the cabin and is pressure-sealed; the oxygen supply system is divided into There are two parts, one part is an oxygen storage device, which is arranged between the shell and the escape cabin seat, and there is sufficient oxygen stored in it, and the other part is an oxygen supply device, which is installed on the escape cabin seat, and the oxygen storage device is connected with the supply device. ;The seat of the escape cabin is fixed by the seat belt; the power system of the escape cabin is placed at the bottom of the escape cabin, and the jet power and ejection are used to make the escape cabin quickly rush out of the tunnel;

在隧道接口处最外面设置凹凸结构,凹凸结构包括凹凸防水结构凹槽、凹凸防水结构凸槽,在凹凸结构内使用防水密封的材料密封;推动螺母柱底座向前沿着螺母柱固定扣转动,在链接螺母柱向前旋转时与另一段的链接螺母接口相连,并转入其内;旋转时两隧道的距离缩短,使凹凸防水结构凸槽进入凹凸防水结构凹槽,防水密封材料挤压。A concave-convex structure is arranged on the outermost part of the tunnel interface. The concave-convex structure includes a groove for a concave-convex waterproof structure and a convex groove for a concave-convex waterproof structure. The concave-convex structure is sealed with a waterproof sealing material; When the link nut column rotates forward, it is connected with the link nut interface of another section, and turns into it; when rotating, the distance between the two tunnels is shortened, so that the convex groove of the concave-convex waterproof structure enters the groove of the concave-convex waterproof structure, and the waterproof sealing material is squeezed.

进一步的,所述的左右的浮力可控浮箱上设平衡检测器。Further, a balance detector is provided on the left and right buoyancy controllable floating tanks.

进一步的,所述的浮力可控浮箱的外壳内部设有至少3个加强环,并设置在所述外壳的等分点处。Further, at least three reinforcement rings are arranged inside the shell of the buoyancy controllable floating tank, and are arranged at the equal points of the shell.

本发明的有益效果是:1、采用泡沫混凝土,能够为隧道提供一定的浮力;2、浮力可控浮箱是维持隧道上下平衡的重要结构,通过对浮箱的调整,使隧道的浮力发生改变,其浮力的变化由隧道两端的车辆重量检测装置测试决定;3、外部保护结构材料使用碳纤维复合材料,碳纤维复合材料能够很好的起到防水和防护作用;4、采用平衡检测系统和相关的仪器,可以通过数据实时检测隧道的平衡状态,并生成数字信号,并通车计算机系统处理,生成可控浮力浮箱的工作指令控制可控浮箱;5、悬浮隧道施工简单,同时结构形式简单,维护较为方便。The beneficial effects of the present invention are: 1. The use of foam concrete can provide a certain buoyancy for the tunnel; 2. The buoyancy controllable floating box is an important structure to maintain the upper and lower balance of the tunnel, and the buoyancy of the tunnel can be changed by adjusting the floating box. , the change of its buoyancy is determined by the test of the vehicle weight detection device at both ends of the tunnel; 3. The external protective structural material uses carbon fiber composite material, which can play a good role in waterproofing and protection; 4. The balance detection system and related The instrument can detect the balance state of the tunnel in real time through data, and generate a digital signal, which is processed by the computer system when it is opened to traffic, and generates the work order of the controllable buoyancy buoyancy box to control the controllable buoyancy box; 5. The construction of the floating tunnel is simple, and the structure is simple. Maintenance is more convenient.

附图说明:Description of drawings:

图1是本发明的竖直剖面示意图;Fig. 1 is the vertical sectional schematic diagram of the present invention;

图2是图1的A-A剖面示意图;Fig. 2 is the A-A sectional schematic diagram of Fig. 1;

图3是本发明的俯视示意图;Fig. 3 is the top schematic view of the present invention;

图4是本发明的前视示意图;Fig. 4 is the front view schematic diagram of the present invention;

图5是图1的浮力可控浮箱的B-B剖面示意图;Fig. 5 is the B-B sectional schematic diagram of the buoyancy controllable floating tank of Fig. 1;

图6是图1的车道的C-C剖面示意图;Fig. 6 is the C-C sectional schematic diagram of the lane of Fig. 1;

图7是本发明的车道横向剖示图;Figure 7 is a cross-sectional view of a lane of the present invention;

图8是本发明的连接螺母柱的结构示意图;Fig. 8 is the structural representation of the connection nut of the present invention;

图9是本发明的连接螺母接口的结构示意图;Fig. 9 is the structural representation of the connection nut interface of the present invention;

图10是本发明的防撞浮箱的剖示结构示意图;Fig. 10 is the cross-sectional structural schematic diagram of the anti-collision buoyancy box of the present invention;

图11是本发明的逃生系统水平剖示图;11 is a horizontal cross-sectional view of the escape system of the present invention;

图12是图11的A-A剖示图;Fig. 12 is the A-A sectional view of Fig. 11;

图13是图11的B-B剖示图;Fig. 13 is the B-B sectional view of Fig. 11;

图14是本发明的逃生舱内部示意图。Figure 14 is a schematic diagram of the interior of the escape cabin of the present invention.

图中:1隧道框架、2车道通风管道、3浮力可控浮箱、4车道、5隧道平衡检测装置、6隧道防撞浮箱链接装置、7防撞系统内部连接装置、8防撞浮箱保护外壳、9防撞系统内部浮箱、10凹凸防水结构凹槽、11凹凸防水结构凸槽、12逃生舱、13逃生舱弹射口、14链接螺母柱、15隧道保护外壳、17链接螺母接口、18进气出气阀、19进水出水阀、20可控浮箱主仓、21可控浮箱副仓、22进水压力泵、23车道内通风器、24螺母柱底座、25推力伸缩柱、26转动动力机、27螺母柱固定扣、28逃生系统入口、29逃生舱存放空间、30逃生舱入口、31氧气供应系统、32逃生舱座椅、33逃生舱动力系统。In the picture: 1 tunnel frame, 2 lane ventilation ducts, 3 buoyancy controllable pontoons, 4 lanes, 5 tunnel balance detection devices, 6 tunnel anti-collision pontoon link devices, 7 anti-collision system internal connection devices, 8 anti-collision pontoons Protective shell, 9 internal floating box of anti-collision system, 10 concave-convex waterproof structure groove, 11 concave-convex waterproof structure convex groove, 12 escape cabin, 13 escape cabin ejection port, 14 link stud, 15 tunnel protection shell, 17 link nut interface, 18 air inlet and outlet valve, 19 water inlet and outlet valve, 20 controllable floating box main compartment, 21 controllable floating box auxiliary compartment, 22 water inlet pressure pump, 23 lane ventilator, 24 nut column base, 25 thrust telescopic column, 26 turning power machine, 27 standoff fixing buckle, 28 escape system entrance, 29 escape cabin storage space, 30 escape cabin entrance, 31 oxygen supply system, 32 escape cabin seat, 33 escape cabin power system.

具体实施方式:Detailed ways:

为了更好地理解与实施,下面结合附图详细说明本发明。For better understanding and implementation, the present invention is described in detail below with reference to the accompanying drawings.

如图1、2、3、4、5、6、7、8、9、10、11、12、13、14所示,一种浮力可变悬浮隧道,包括隧道框架1、浮力可控浮箱3、车道4、隧道平衡检测装置5、隧道防撞浮箱链接装置6、隧道保护外壳15、防撞系统和逃生系统;首先预制好车道4与隧道框架1,将浮力可控浮箱3焊接到隧道框架1上,在隧道框架1内安装车道4和隧道平衡检测装置5,在车道4上方空间安装车道通风管道2和车道内通风器23;在隧道框架1外安装隧道保护外壳15;隧道框架1两端分别通过隧道防撞浮箱链接装置6连接防撞系统;As shown in Figures 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, and 14, a buoyancy variable suspension tunnel includes a tunnel frame 1 and a buoyancy controllable floating box 3. Lane 4, tunnel balance detection device 5, tunnel anti-collision floating box linking device 6, tunnel protection shell 15, anti-collision system and escape system; firstly prefabricate lane 4 and tunnel frame 1, and weld buoyancy controllable floating box 3 To the tunnel frame 1, install the lane 4 and the tunnel balance detection device 5 in the tunnel frame 1, install the lane ventilation duct 2 and the in-lane ventilator 23 in the space above the lane 4; install the tunnel protection shell 15 outside the tunnel frame 1; The two ends of the frame 1 are respectively connected to the anti-collision system through the tunnel anti-collision floating box link device 6;

隧道框架1的结构材料使用钢筋混凝土,能够使隧道结构更加坚固,以保证隧道总体的稳定性;隧道框架1的外部保护材料选用碳纤维复合材料或玻璃纤维复合材料,能够很好的起到防水和保护作用;The structural material of the tunnel frame 1 uses reinforced concrete, which can make the tunnel structure stronger and ensure the overall stability of the tunnel; the external protection material of the tunnel frame 1 is selected from carbon fiber composite materials or glass fiber composite materials, which can well play a role in waterproofing and waterproofing. Protective effects;

浮力可控浮箱3为12个,分别设置在隧道框架1的上、下、左、右位置,上面下面各8个,左右各4个,上下8个浮箱主要用来根据车流荷载的大小,改变隧道的浮力,以维持隧道在水中的深度,左右4个浮箱主要用来维持左右的平衡,在左右的浮力可控浮箱上安装平衡检测器,左右浮箱根据平衡检测器的信号,和隧道平衡检测装置5共同检测共同控制,以达到对隧道的检测精度更高,控制效果最好;各检测装置检测出信号,传到电脑,通过电脑计算处理,发出控制信号,改变左右浮箱的浮力,从而达到水平方向上的平衡;浮力可控浮箱3包括圆柱形外壳,外壳的主体为碳纤维结构,外壳的两端为半球形封头,和半球形封头通过焊接密封连接;外壳内部通过隔舱钢板沿外壳轴向分割为互相密封的五个仓室,一个可控浮箱主仓20,4个可控浮箱副仓21,可控浮箱副仓21分别位于可控浮箱主仓20两侧,一侧有两个;可控浮箱主仓20上安装两个排气阀,可控浮箱副仓21上安装进气出气阀18、进水出水阀19和进水压力泵22;外壳内部设有至少3个加强环,并设置在外壳的等分点处;通过进气出气阀18、进水出水阀19调整浮箱自身浮力,利用浮力可控浮箱3完成长距离管道的拼接和沉放;There are 12 buoyancy controllable pontoons 3, which are respectively arranged on the upper, lower, left and right positions of the tunnel frame 1, 8 on the upper and lower sides, 4 on the left and right, and the 8 upper and lower pontoons are mainly used according to the size of the traffic load. , Change the buoyancy of the tunnel to maintain the depth of the tunnel in the water, the left and right 4 floating boxes are mainly used to maintain the balance of the left and right, and the balance detector is installed on the left and right buoyancy controllable floating boxes, and the left and right floating boxes are based on the signal of the balance detector. , and the tunnel balance detection device 5 is jointly detected and controlled, so as to achieve higher detection accuracy of the tunnel and the best control effect; each detection device detects the signal, transmits it to the computer, and is processed by the computer to send a control signal to change the left and right floating. The buoyancy of the box can be balanced in the horizontal direction; the buoyancy controllable floating box 3 includes a cylindrical shell, the main body of the shell is a carbon fiber structure, the two ends of the shell are hemispherical heads, and the hemispherical heads are connected by welding and sealing; The interior of the shell is divided into five compartments that are sealed with each other along the axial direction of the shell by the compartment steel plate. There are two on both sides of the main tank 20 of the floating tank, and two on one side; two exhaust valves are installed on the main tank 20 of the controllable floating tank, and the air inlet and outlet valve 18, the water inlet and outlet valves 19 and 19 are installed on the auxiliary tank 21 of the controllable floating tank. The water inlet pressure pump 22; at least 3 reinforcing rings are arranged inside the casing, and they are arranged at the equal points of the casing; the buoyancy of the floating box is adjusted through the air inlet and outlet valve 18 and the water inlet and outlet valve 19, and the buoyancy can be used to control the floating box 3 Complete the splicing and sinking of long-distance pipelines;

隧道平衡检测装置5固定在车道4中间下面,采用的陀螺仪(futaba系列陀螺仪,其GY520与jr的G750T属于同一级别,最高端为GY701(集合了GY520和gv-1定速仪的所有功能))是一种机械装置,其主要部分是一个对旋转轴以极高角速度旋转的转子,转子装在一支架内;在通过转子中心轴上加一内环架,那么陀螺仪就可环绕平面两轴作自由运动;然后,在内环架外加上一外环架;这个陀螺仪有两个平衡环,可以环绕平面三轴作自由运动。陀螺仪器能提供准确的方位、水平、位置、速度和加速度等信号;通过传感器得到传感数据用来感知隧道是否左右平衡,经过计算机分析计算,算出隧道的状态,从而电脑发出指令来控制可控浮力浮箱3以保证桥梁的平衡;当隧道向左倾斜时,电脑发出指令使左侧浮力可控浮箱3出水进气,右侧浮力可控浮箱3进水出气,从而使隧道达到平衡;向右侧倾斜时,工作原理与向左倾斜相似,右侧浮力可控浮箱3出水进气,左侧浮力可控浮箱3进水出气;The tunnel balance detection device 5 is fixed under the middle of the lane 4, and the gyroscope used (futaba series gyroscope, its GY520 and jr's G750T belong to the same level, the highest end is GY701 (collecting all the functions of GY520 and gv-1 speedometer) )) is a mechanical device, the main part of which is a rotor that rotates at a very high angular speed to the rotating shaft, and the rotor is installed in a bracket; add an inner ring frame to the central axis passing through the rotor, then the gyroscope can surround the plane The two axes are free to move; then, an outer ring frame is added to the inner ring frame; this gyroscope has two gimbal rings, which can move freely around the three axes of the plane. The gyro instrument can provide accurate azimuth, level, position, speed and acceleration signals; the sensing data obtained by the sensor is used to perceive whether the tunnel is left and right balanced, and the state of the tunnel is calculated through computer analysis and calculation, so that the computer sends instructions to control the controllable The buoyancy buoyancy box 3 is used to ensure the balance of the bridge; when the tunnel tilts to the left, the computer sends an instruction to make the left buoyancy controllable buoyancy box 3 discharge water and air, and the right buoyancy controllable buoyancy box 3 enters water and air, so as to balance the tunnel ; When tilting to the right, the working principle is similar to that of tilting to the left, the right buoyancy controllable floating box 3 discharges water and air, and the left buoyancy controllable floating box 3 enters water and air;

隧道两端装有车辆重量检测装置,可以参照现有高速路上机动车重量检测系统,测出进入隧道内车的重量;规定汽车的通行速度范围,通过计算机计算,可以预测出汽车在任意时间段在隧道内所在的位置,然后由计算机发出信号指令,来控制可控浮力浮箱来改变浮力;一般状态下,汽车车流稳定时,隧道通过自身的惯性可以维持自身的稳定,只有在大型货运汽车和大质量的通行工具通过时才需要改变自身的浮力来维持平衡;Vehicle weight detection devices are installed at both ends of the tunnel, and the weight of vehicles entering the tunnel can be measured by referring to the existing motor vehicle weight detection system on the expressway. At the position in the tunnel, the computer sends out signal instructions to control the controllable buoyancy buoyancy box to change the buoyancy; under normal conditions, when the vehicle flow is stable, the tunnel can maintain its own stability through its own inertia. It needs to change its own buoyancy to maintain balance when passing through a large-mass vehicle;

防撞系统通过隧道防撞浮箱链接装置6与隧道保护外壳15连接,防撞系统由防撞系统内部连接装置7、防撞浮箱保护外壳8、防撞系统内部浮箱9组成,安装于隧道的两侧;防撞浮箱保护外壳8为三角形,其中一边靠紧并固定在隧道保护外壳15,防撞系统内部浮箱9在防撞浮箱保护外壳8的中央,通过防撞系统内部连接装置7连接框架连接防撞浮箱保护外壳8和防撞系统内部浮箱9,使二者相对固定;,防撞系统的主要功能是提供浮力和减轻水下各类情况对隧道的冲击以减少隧道的损害;防撞系统内部浮箱9采用FRP材料(纤维增强复合材料(Fiber Reinforced Polymer,或Fiber Reinforced Plastic,简称FRP)是由增强纤维材料,如玻璃纤维、碳纤维、芳纶纤维等,与基体材料经过缠绕,模压或拉挤等成型工艺而形成的复合材料;根据增强材料的不同,常见的纤维增强复合材料分为玻璃纤维增强复合材料(GFRP),碳纤维增强复合材料(CFRP)以及芳纶纤维增强复合材料(AFRP);由于纤维增强复合材料具有如下特点:(1)比强度高,比模量大;(2)材料性能具有可设计性:(3)抗腐蚀性和耐久性能好;(4)热膨胀系数与混凝土的相近;这些特点使得FRP材料能满足现代结构向大跨、高耸、重载、轻质高强以及在恶劣条件下工作发展的需要,同时也能满足现代建筑施工工业化发展的要求,因此被越来越广泛地应用于各种民用建筑、桥梁、公路、海洋、水工结构以及地下结构等领域中;以其质轻、耐腐蚀、机械强度高的优点,可以保证隧道一定的安全性;此结构通过内外结构来消能,当遇到海浪以及其他情况时,外部结构的变形消能和散能,受撞部位的外部结构借助其强度和韧性保证其在不受破坏的前提下以最大的强度向内凹陷,外围箱体结构同时借助FRP材料完全弹性和低应变速率的优异性能,通过缓慢地释放变形能反推外界冲力作功形成浮箱反作用功,以进一步消耗冲击力;防撞系统内部浮箱9内层结构比外层结构内的刚度更低和约束更弱的设计,当浮箱外层结构受到撞击时,内层结构比外层结构有更大的挤压变形空间,当外层结构受撞击时剩余部份能量通过内外结构的连接结构传递到内层构件时,内层结构通过其更大的变形消能和散能来吸收浮箱外围箱体结构消能后剩余的动能;隧道防撞浮箱链接装置6是使用普通机械连接结构,在隧道保护外壳15和防撞浮箱保护外壳8上安装有销钉,在隧道防撞浮箱链接装置6上留有连接孔;安装时只需要将隧道防撞浮箱链接装置6上的连接孔对准,隧道保护外壳15和防撞浮箱保护外壳8上的销钉,进行插入连接即可;The anti-collision system is connected to the tunnel protective shell 15 through the tunnel anti-collision buoyancy box linking device 6, and the anti-collision system is composed of the anti-collision system internal connecting device 7, the anti-collision floating box protective shell 8, and the anti-collision system internal floating box 9, which are installed in the anti-collision system. Both sides of the tunnel; the anti-collision buoyancy box protective shell 8 is triangular, one of which is close to and fixed on the tunnel protective shell 15, and the floating box 9 inside the anti-collision system is in the center of the anti-collision floating box protective shell 8, passing through the interior of the anti-collision system The connecting device 7 connects the frame to connect the anti-collision buoyancy box protective shell 8 and the inner buoyant box 9 of the anti-collision system to make the two relatively fixed; the main function of the anti-collision system is to provide buoyancy and reduce the impact of various underwater situations on the tunnel to prevent Reduce the damage of the tunnel; the internal floating box 9 of the collision avoidance system adopts FRP material (Fiber Reinforced Polymer, or Fiber Reinforced Plastic, FRP for short) is made of reinforced fiber materials, such as glass fiber, carbon fiber, aramid fiber, etc., A composite material formed by winding, molding or pultrusion with a matrix material; according to different reinforcing materials, common fiber reinforced composite materials are divided into glass fiber reinforced composites (GFRP), carbon fiber reinforced composites (CFRP) and Aramid fiber reinforced composite material (AFRP); because fiber reinforced composite material has the following characteristics: (1) high specific strength, large specific modulus; (2) material properties can be designed: (3) corrosion resistance and durability performance Good; (4) The thermal expansion coefficient is similar to that of concrete; these characteristics make FRP materials meet the needs of modern structures to develop large spans, towering, heavy loads, light weight and high strength, and work in harsh conditions, as well as modern building construction. Therefore, it is more and more widely used in various civil buildings, bridges, highways, marine, hydraulic structures and underground structures and other fields; with its advantages of light weight, corrosion resistance and high mechanical strength, it can To ensure a certain safety of the tunnel; this structure dissipates energy through the internal and external structures. When encountering waves and other conditions, the deformation of the external structure dissipates energy and dissipates energy. Under the premise of being damaged, it will sag inward with the maximum strength, and the outer box structure will take advantage of the excellent properties of complete elasticity and low strain rate of the FRP material, by slowly releasing the deformation energy to push back the external impact work to form the reaction work of the floating box. The impact force is further consumed; the inner structure of the floating box 9 in the anti-collision system is designed with lower rigidity and weaker constraints than the outer structure. When the outer structure of the floating box is impacted, the inner structure is more rigid than the outer structure. Large extrusion deformation space, when the outer structure is impacted, when the remaining part of the energy is transmitted to the inner member through the connecting structure of the inner and outer structures, the inner structure absorbs the periphery of the floating box through its larger deformation energy dissipation and dissipation The remaining kinetic energy after the energy dissipation of the box structure; the tunnel anti-collision floating box link device 6 uses a common mechanical connection structure, and pins are installed on the tunnel protective shell 15 and the anti-collision floating box protective shell 8, and the tunnel anti-collision floating box is linked. A connecting hole is left on the device 6; During installation, it is only necessary to align the connection holes on the tunnel anti-collision buoyancy box linking device 6, and the pins on the tunnel protective shell 15 and the anti-collision buoyant box protective shell 8 can be inserted and connected;

所述的逃生系统位于车道4两边,车道4两边通过逃生系统入口28连接逃生舱存放空间29,每个逃生舱存放空间29存放两个以上逃生舱12,逃生舱存放空间29上面有逃生舱弹射口13,可以直接连接到海里;逃生舱12有逃生舱入口30、内设有氧气供应系统31、逃生舱座椅32、逃生舱动力系统33;逃生舱入口30采用舱外平动的舱门、压力密封的方式与舱体连接;氧气供应系统31分为两部分,一部分为氧气储存装置,设置于外壳与逃生舱座椅之间,内储存有充足的氧气,另一部分为氧气供应装置,设置于逃生舱座椅上,氧气储存装置与供应装置相连接;逃生舱座椅32,具体使用安全带固定方式,可以保证人员在逃生舱座椅32上的安全;逃生舱动力系统33置于逃生舱12底部,使用喷气动力和弹射,使逃生舱12快速冲出隧道;The escape system is located on both sides of the lane 4, and the two sides of the lane 4 are connected to the escape cabin storage space 29 through the escape system entrance 28. Each escape cabin storage space 29 stores more than two escape cabins 12, and the escape cabin storage space 29 is above the escape cabin ejection. The port 13 can be directly connected to the sea; the escape cabin 12 has an escape cabin entrance 30, an oxygen supply system 31, an escape cabin seat 32, and an escape cabin power system 33; the escape cabin entrance 30 adopts a hatch door that moves outside the cabin The oxygen supply system 31 is divided into two parts, one part is an oxygen storage device, which is arranged between the shell and the escape cabin seat, and there is sufficient oxygen stored in it, and the other part is an oxygen supply device. It is arranged on the seat of the escape cabin, and the oxygen storage device is connected with the supply device; the seat 32 of the escape cabin is fixed by a safety belt, which can ensure the safety of personnel on the seat of the escape cabin; the power system 33 of the escape cabin is placed in The bottom of the escape pod 12 uses jet power and ejection to make the escape pod 12 quickly rush out of the tunnel;

在隧道接口处最外面设置凹凸结构,凹凸结构包括凹凸防水结构凹槽10、凹凸防水结构凸槽11,在凹凸结构内使用高强度复合橡胶作为接口地方防水密封的材料;转动动力机26转动推动推力伸缩柱25伸长,推动螺母柱底座24向前沿着螺母柱固定扣27转动,在链接螺母柱14向前旋转时与另一段的链接螺母接口17相连,旋转时两隧道的距离缩短,使凹凸防水结构凸槽11进入凹凸防水结构凹槽10,使防水的橡胶挤压,达到密封的效果;A concave-convex structure is arranged on the outermost surface of the tunnel interface, and the concave-convex structure includes a concave-convex waterproof structure groove 10 and a concave-convex waterproof structure convex groove 11. In the concave-convex structure, high-strength composite rubber is used as the waterproof sealing material at the interface; the rotating power machine 26 rotates to push the thrust The telescopic column 25 is extended, pushes the nut column base 24 to rotate forward along the nut column fixing buckle 27, and is connected with the link nut interface 17 of another section when the link nut column 14 rotates forward. The convex groove 11 of the waterproof structure enters the groove 10 of the concave-convex waterproof structure, so that the waterproof rubber is squeezed to achieve a sealing effect;

悬浮隧道的衔接主要利用螺母式的衔接结构来为两端进行连接,隧道的一段内通过连接结构与伸缩螺母柱连接,连接结构为转动动力机26和推力伸缩柱25,隧道的另一段留有相应的螺母接口的位置,连接时转动动力机26和推力伸缩柱25同时启动,从而推动螺母柱旋转前进,进而进入对应端的螺母接口;每段隧道接口处设置六个衔接结构列,基本上六个位置平均分配,确保其安全性;在遂道接口处最外面采用凹凸结构,密封效果好;另外衔接结构要作为隧道中最牢固的位置,以钛合金为主要材料,辅以其他金属;The connection of the suspension tunnel mainly uses the nut-type connection structure to connect the two ends. One section of the tunnel is connected with the telescopic nut column through the connection structure. The connection structure is the rotating power machine 26 and the thrust telescopic column 25, and the other section of the tunnel is left with corresponding The position of the nut interface, when connecting, the rotating power machine 26 and the thrust telescopic column 25 are activated at the same time, so as to push the nut column to rotate forward, and then enter the nut interface of the corresponding end; six connecting structure columns are set at each tunnel interface, basically six positions It is distributed evenly to ensure its safety; the concave-convex structure is used on the outermost surface of the tunnel interface, and the sealing effect is good; in addition, the connecting structure should be used as the strongest position in the tunnel, with titanium alloy as the main material, supplemented by other metals;

以上所有部件均与隧道框架相连接,都固定在框架上,然后使用泡沫混凝土进行浇灌,使各部件空间得到填充,但填充时要留有后续工作人员进行施工的通道;隧道整体以泡沫混凝土浇灌,大大提高悬浮隧道的稳定性和安全性。All the above components are connected with the tunnel frame and are fixed on the frame, and then poured with foam concrete to fill the space of each component, but leave a channel for subsequent workers to carry out construction when filling; the entire tunnel is poured with foam concrete , greatly improving the stability and safety of the suspension tunnel.

本发明的一种浮力可变悬浮隧道,隧道出入口要离海岸和岸边一定距离,留一段岸上隧道,主要是安装车辆车辆重量的装置,能准确测出车辆重量是维持隧道平衡的关键;对于下浮的隧道,两端封闭,使用可以在内部拆卸的材料对两端关键管道口以及通车空间进行封堵;使隧道在下沉的过程中未与连接部分连接时,保证内部不进水,使内部工作环境正常;在隧道下浮过程中,通过施工船只固定,通过改变自身浮力来控制下沉和上升,这大大降低了施工的难度;在隧道下沉到合适的位置时,通过控制使隧道悬浮,通过施工船的连接使隧道维持稳定并缓慢移动,使隧道未连接部分,慢慢靠近已接好的部分,使其慢慢结合,使凹凸防水结构凹槽、凹凸防水结构凸槽对正,然后启动转动动力机,使链接螺母柱转进链接螺母接口,通过转力使凹凸结构紧压达到密封防水效果;连接好的部分,有施工人员进入拆除封闭材料,使内部正常通车;重复上述安装过程,进行每一段的连接。In the buoyancy variable suspension tunnel of the present invention, the entrance and exit of the tunnel should be at a certain distance from the coast and the shore, leaving a section of the onshore tunnel, which is mainly to install the device for the weight of the vehicle, and the ability to accurately measure the weight of the vehicle is the key to maintaining the balance of the tunnel; The two ends of the floating tunnel are closed. Use materials that can be dismantled inside to block the key pipeline openings and the traffic space at both ends; when the tunnel is not connected to the connecting part during the sinking process, ensure that no water enters the interior, so that the interior The working environment is normal; in the process of tunnel descending, the construction vessel is fixed, and the sinking and ascending are controlled by changing its own buoyancy, which greatly reduces the difficulty of construction; when the tunnel sinks to a suitable position, the tunnel is suspended by control, Through the connection of the construction ship, the tunnel is kept stable and moved slowly, so that the unconnected part of the tunnel is slowly approached to the connected part, and it is slowly combined, so that the groove of the concave-convex waterproof structure and the convex groove of the concave-convex waterproof structure are aligned, and then Start the rotating power machine to rotate the link nut column into the link nut interface, and press the concave-convex structure to achieve the sealing and waterproof effect by rotating force; in the connected part, construction personnel enter and remove the sealing material, so that the interior can be opened to traffic normally; repeat the above installation process, Make connections for each segment.

应当理解的是,本说明书未详细阐述的技术特征都属于现有技术。以上的实施方式仅仅是对发明的优选实施方式进行描述,并非对本发明的范围进行限定,在不脱离本发明设计精神的前提下,本领域普通工程技术人员对本发明的技术方案作出的各种变形和改进,均应落入本发明的权利要求书确定的保护范围内。It should be understood that the technical features not described in detail in this specification belong to the prior art. The above embodiments are only to describe the preferred embodiments of the invention, but do not limit the scope of the invention. On the premise of not departing from the design spirit of the invention, various modifications made by ordinary engineers and technicians in the art to the technical solutions of the invention and improvements, all should fall within the protection scope determined by the claims of the present invention.

Claims (3)

1.一种浮力可变悬浮隧道,其特征在于,包括隧道框架(1)、浮力可控浮箱(3)、车道(4)、隧道平衡检测装置(5)、隧道防撞浮箱链接装置(6)、隧道保护外壳(15)、防撞系统和逃生系统;1. A variable buoyancy suspension tunnel, characterized in that it comprises a tunnel frame (1), a buoyancy controllable floating box (3), a lane (4), a tunnel balance detection device (5), and a tunnel anti-collision floating box linking device (6), tunnel protection shell (15), anti-collision system and escape system; 所述的隧道框架(1)内设浮力可控浮箱(3)、车道(4)和隧道平衡检测装置(5),浮力可控浮箱(3)固定在框架(1)上,车道(4)与浮力可控浮箱(3)连接固定,在车道(4)的下方中间的位置设隧道平衡检测装置(5);所述的隧道框架(1)外设隧道保护外壳(15);所述的隧道框架(1)两端分别通过隧道防撞浮箱链接装置(6)连接防撞系统;隧道两端装有车辆重量检测装置;The tunnel frame (1) is provided with a buoyancy controllable buoyancy box (3), a lane (4) and a tunnel balance detection device (5), the buoyancy controllable buoyancy box (3) is fixed on the frame (1), and the lane ( 4) It is connected and fixed with the buoyancy controllable floating box (3), and a tunnel balance detection device (5) is provided at the lower and middle position of the lane (4); the tunnel frame (1) is provided with a tunnel protection shell (15); The two ends of the tunnel frame (1) are respectively connected to the anti-collision system through the tunnel anti-collision floating box link device (6); the two ends of the tunnel are equipped with vehicle weight detection devices; 所述的隧道框架(1)的结构材料使用钢筋混凝土,能够使隧道结构更加坚固;隧道框架(1)的外部保护材料选用碳纤维复合材料或玻璃纤维复合材料;The structural material of the tunnel frame (1) uses reinforced concrete, which can make the tunnel structure stronger; the external protection material of the tunnel frame (1) is selected from carbon fiber composite materials or glass fiber composite materials; 所述的浮力可控浮箱(3)设置在隧道框架(1)的上、下、左、右位置,浮力可控浮箱(3)包括外壳,外壳的两端为半球形封头,所述的外壳内设可控浮箱主仓(20)、可控浮箱副仓(21),可控浮箱副仓(21)位于可控浮箱主仓(20)两侧;所述的可控浮箱主仓(20)上设两个排气阀;所述的可控浮箱副仓(21)上设进气出气阀(18)、进水出水阀(19)和进水压力泵(22),通过控制进水和出水,进气和出气来改变隧道所受的浮力;The buoyancy controllable buoyancy box (3) is arranged at the upper, lower, left and right positions of the tunnel frame (1). The buoyancy controllable buoyancy box (3) includes an outer shell, and both ends of the outer shell are hemispherical heads. The casing is provided with a controllable floating box main compartment (20) and a controllable floating box auxiliary compartment (21), and the controllable floating box subsidiary compartments (21) are located on both sides of the controllable floating box main compartment (20); The controllable floating tank main compartment (20) is provided with two exhaust valves; the controllable floating tank auxiliary compartment (21) is provided with an air inlet and outlet valve (18), a water inlet and outlet valve (19) and a water inlet pressure The pump (22) changes the buoyancy of the tunnel by controlling the water in and out, and the air in and out; 所述的隧道平衡检测装置(5)位于车道(4)中间下方,隧道平衡检车装置(5)采用陀螺仪,陀螺仪器能提供准确的方位、水平、位置、速度和加速度信号;各检测装置检测出信号,传到电脑,通过电脑计算处理,发出控制信号;The tunnel balance detection device (5) is located below the middle of the lane (4), and the tunnel balance vehicle detection device (5) adopts a gyroscope, and the gyroscope can provide accurate azimuth, level, position, speed and acceleration signals; each detection device The signal is detected, transmitted to the computer, and processed by the computer to send out the control signal; 所述的防撞系统通过隧道防撞浮箱链接装置(6)与隧道保护外壳(15)连接,防撞系统由防撞系统内部连接装置(7)、防撞浮箱保护外壳(8)、防撞系统内部浮箱(9)组成;所述的防撞浮箱保护外壳(8)为三角形,其中一边靠紧并固定在隧道保护外壳(15),防撞系统内部浮箱(9)在防撞浮箱保护外壳(8)的中央,通过防撞系统内部连接装置(7)连接框架连接防撞浮箱保护外壳(8)和防撞系统内部浮箱(9),使二者相对固定;防撞系统内部浮箱(9)采用FRP材料,外部受撞部位的结构借助其强度和韧性保证在不受破坏的前提下以最大的强度向内凹陷;The anti-collision system is connected with the tunnel protective shell (15) through the tunnel anti-collision buoyancy box linking device (6), and the anti-collision system is composed of the anti-collision system internal connecting device (7), the anti-collision buoyant box protective shell (8), The anti-collision system is composed of an internal floating box (9); the anti-collision floating box protective shell (8) is triangular, one side of which is close to and fixed on the tunnel protective shell (15), and the internal floating box (9) of the anti-collision system is in the shape of a triangle. The center of the anti-collision floating box protective shell (8) is connected to the anti-collision floating box protective shell (8) and the anti-collision system inner floating box (9) through the connection frame of the internal connecting device (7) of the anti-collision system, so that the two are relatively fixed. ; The internal floating box (9) of the anti-collision system is made of FRP material, and the structure of the external impacted part is guaranteed to be dented inward with the maximum strength without being damaged by its strength and toughness; 所述的隧道防撞浮箱链接装置(6)是使用普通机械连接结构,在隧道保护外壳(15)和防撞浮箱保护外壳(8)上安装有销钉,在隧道防撞浮箱链接装置(6)上留有连接孔;安装时只需要将隧道防撞浮箱链接装置(6)上的连接孔对准,隧道保护外壳(15)和防撞浮箱保护外壳(8)上的销钉,进行插入连接即可;The tunnel anti-collision buoyancy box linking device (6) uses a common mechanical connection structure, and pins are installed on the tunnel protective shell (15) and the anti-collision buoyant box protective shell (8). (6) There are connecting holes; when installing, only need to align the connecting holes on the tunnel anti-collision floating box linking device (6), the pins on the tunnel protective shell (15) and the anti-collision floating box protective shell (8) , you can insert the connection; 所述的逃生系统位于车道(4)两边,车道(4)两边通过逃生系统入口(28)连接逃生舱存放空间(29),每个逃生舱存放空间(29)存放两个以上逃生舱(12),逃生舱存放空间(29)上面有逃生舱弹射口(13),直接连接到海里;逃生舱(12)有逃生舱入口(30)、内设有氧气供应系统(31)、逃生舱座椅(32)、逃生舱动力系统(33);逃生舱入口(30)采用舱外平动的舱门、压力密封的方式与舱体连接;氧气供应系统(31)分为两部分,一部分为氧气储存装置,设置于外壳与逃生舱座椅(32)之间,内储存有充足的氧气,另一部分为氧气供应装置,设置于逃生舱座椅(32)上,氧气储存装置与供应装置相连接;逃生舱座椅(32)采用安全带固定方式;逃生舱动力系统(33)置于逃生舱(12)底部,使用喷气动力和弹射,使逃生舱(12)快速冲出隧道;The escape system is located on both sides of the lane (4), and the two sides of the lane (4) are connected to the escape cabin storage space (29) through the escape system entrance (28), and each escape cabin storage space (29) stores more than two escape cabins (12 ), the escape cabin storage space (29) has an escape cabin ejection port (13), which is directly connected to the sea; the escape cabin (12) has an escape cabin entrance (30), an oxygen supply system (31), and an escape cabin seat. The chair (32), the escape cabin power system (33); the escape cabin entrance (30) is connected to the cabin body by means of a hatch that moves outside the cabin and is pressure-sealed; the oxygen supply system (31) is divided into two parts, one of which is The oxygen storage device is arranged between the shell and the escape cabin seat (32), and sufficient oxygen is stored therein, and the other part is an oxygen supply device, which is arranged on the escape cabin seat (32), and the oxygen storage device is in phase with the supply device. connection; the seat of the escape cabin (32) is fixed by a seat belt; the power system (33) of the escape cabin is placed at the bottom of the escape cabin (12), and uses jet power and ejection to make the escape cabin (12) quickly rush out of the tunnel; 在隧道接口处最外面设置凹凸结构,凹凸结构包括凹凸防水结构凹槽(10)、凹凸防水结构凸槽(11),在凹凸结构内使用防水密封的材料密封;推动螺母柱底座(24)向前沿着螺母柱固定扣(27)转动,在链接螺母柱(14)向前旋转时与另一段的链接螺母接口(17)相连,并转入其内;旋转时两隧道的距离缩短,使凹凸防水结构凸槽(11)进入凹凸防水结构凹槽(10),防水密封材料挤压。A concave-convex structure is arranged on the outermost surface of the tunnel interface, and the concave-convex structure includes a concave-convex waterproof structure groove (10) and a concave-convex waterproof structure convex groove (11). The concave-convex structure is sealed with a waterproof sealing material; Rotate along the nut column fixing buckle (27) in the front, when the link nut column (14) rotates forward, it is connected with the link nut interface (17) of another section, and turns into it; when rotating, the distance between the two tunnels is shortened, so that the concave and convex The convex groove (11) of the waterproof structure enters the groove (10) of the concave-convex waterproof structure, and the waterproof sealing material is squeezed. 2.根据权利要求1所述的一种浮力可变悬浮隧道,其特征在于,所述的左右的浮力可控浮箱(3)上设平衡检测器。2 . The variable buoyancy suspension tunnel according to claim 1 , wherein a balance detector is provided on the left and right buoyancy controllable floating tanks ( 3 ). 3 . 3.根据权利要求1所述的一种浮力可变悬浮隧道,其特征在于,所述的浮力可控浮箱(3)的外壳内部设有至少3个加强环,并设置在所述外壳的等分点处。3. A buoyancy variable suspension tunnel according to claim 1, characterized in that, at least three reinforcing rings are provided inside the shell of the buoyancy controllable floating box (3), and are arranged on the outer shell of the shell. Equivalent point.
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