WO2022246785A1 - 一种自带逃生装置的装配式海洋隧道结构及其应用方法 - Google Patents

一种自带逃生装置的装配式海洋隧道结构及其应用方法 Download PDF

Info

Publication number
WO2022246785A1
WO2022246785A1 PCT/CN2021/096631 CN2021096631W WO2022246785A1 WO 2022246785 A1 WO2022246785 A1 WO 2022246785A1 CN 2021096631 W CN2021096631 W CN 2021096631W WO 2022246785 A1 WO2022246785 A1 WO 2022246785A1
Authority
WO
WIPO (PCT)
Prior art keywords
tunnel
wall
rotary valve
rescue
cabin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/CN2021/096631
Other languages
English (en)
French (fr)
Inventor
罗浩天
武科
韩宇聪
郑扬
孙杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University
Original Assignee
Shandong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Publication of WO2022246785A1 publication Critical patent/WO2022246785A1/zh
Priority to US18/453,868 priority Critical patent/US11933176B2/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63G—OFFENSIVE OR DEFENSIVE ARRANGEMENTS ON VESSELS; MINE-LAYING; MINE-SWEEPING; SUBMARINES; AIRCRAFT CARRIERS
    • B63G8/00—Underwater vessels, e.g. submarines; Equipment specially adapted therefor
    • B63G8/40—Rescue equipment for personnel
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/063—Tunnels submerged into, or built in, open water
    • E02D29/073—Tunnels or shuttering therefor assembled from sections individually sunk onto, or laid on, the water-bed, e.g. in a preformed trench
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F11/00—Rescue devices or other safety devices, e.g. safety chambers or escape ways
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63G—OFFENSIVE OR DEFENSIVE ARRANGEMENTS ON VESSELS; MINE-LAYING; MINE-SWEEPING; SUBMARINES; AIRCRAFT CARRIERS
    • B63G8/00—Underwater vessels, e.g. submarines; Equipment specially adapted therefor
    • B63G8/40—Rescue equipment for personnel
    • B63G8/41—Capsules, chambers, water-tight boats or the like, detachable from the submarine

Definitions

  • the invention belongs to the technical field of marine traffic engineering, and in particular relates to an assembled marine tunnel structure with an escape device and an application method thereof.
  • the inland transportation network is gradually improving, and the center of transportation construction is gradually turning to the ocean, with cross-sea bridges and ocean tunnels.
  • the ocean tunnel is in the ocean environment, facing the high-pressure and oxygen-free environment outside, and the only passage is the tunnel road.
  • the equipment configured in the ocean tunnel can effectively solve the problem and ensure the safety of personnel.
  • serious accidents such as explosions, large-scale fires, tunnel ruptures, etc., personnel need to escape in a very short time and a very short distance before they can be rescued.
  • the escape probability of personnel under existing ocean tunnels is slim.
  • the present invention proposes a prefabricated marine tunnel structure with its own escape device, and further discusses its application method in detail.
  • the present invention specifically discloses a prefabricated marine tunnel structure with its own escape device and its application method, which can effectively solve the problem of personnel escaping in the marine tunnel in various ways without affecting the life of the marine tunnel. integrity and functionality.
  • the present invention adopts the following technical solutions:
  • a prefabricated marine tunnel structure with its own escape device including a prefabricated marine tunnel structure and an escape device, wherein the escape device is located in the middle of the marine tunnel structure, and the middle part is fixed by an N-type rotary valve and a rotary valve.
  • the prefabricated marine tunnel structure includes the outer wall of the tunnel, the middle wall of the tunnel, the side wall of the tunnel, the motor equipment warehouse, the roof, the partition, the traffic area, the middle warehouse, the first-level water pipe, the second-level water pipe, the partition door, the rotary valve, the road area, Sealing plate, sealing plate knob, wherein the side walls of the tunnel are located at both ends of the tunnel and in the middle of the tunnel, the middle wall of the tunnel is in the middle of the tunnel and in the middle of the tunnel, the roof is in the upper part of the tunnel to distinguish the traffic area from the motor equipment compartment, and the partition is in the In the middle of the tunnel, the partition board isolates the middle warehouse in the tunnel, and at the same time, the partition board fits the tunnel side wall and the tunnel middle wall.
  • the first-level water pipe is buried in the middle of the road surface area, starting from the middle warehouse at the edge of the tunnel, and ending at the tunnel along the direction of the tunnel
  • the secondary water pipe is located between the primary water pipe and the middle warehouse.
  • the partition doors are evenly arranged in the partition at intervals, and the rotary valve is located on the partition door, which can be opened and closed by rotating clockwise and counterclockwise.
  • the partition door, the road surface area is distributed at the bottom of the tunnel, and the sealing plate is located on the top of the middle warehouse, which can be opened and closed in the direction of the tunnel with the sealing plate knob on the side of the sealing plate.
  • the escape device includes the outer wall of the rescue chamber, the inner wall of the rescue chamber, the support, the N-type rotary valve, the door of the outer wall of the rescue chamber, the door of the inner wall of the rescue chamber, the two-way rotary valve, the door of the top of the rescue chamber, the observation window, the knob of the rescue chamber, and GPS positioning Devices, horizontal ladders, lifesaving areas, lifesaving equipment areas, and counterweights.
  • the hatch is located on both sides of the outer wall of the rescue cabin and the middle of the inner wall of the rescue cabin, and is connected by an N-type rotary valve.
  • the rotary valve is located in the middle of the top hatch of the rescue cabin, and can be rotated inside and outside the rescue cabin to open or close the top hatch of the rescue cabin.
  • the hatch at the top of the cabin can be rotated, the GPS positioning device is located on the upper side of the outer wall of the rescue cabin, the rescue area is located in the inner area of the inner wall of the rescue cabin, and the horizontal ladder is evenly distributed inside the inner wall of the rescue cabin, and the counterweight is located at the bottom of the rescue area.
  • the area is located on the upper part of the counterweight, and the area of the counterweight and life-saving equipment can be moved and disassembled.
  • the sealing plate When the assembly-type marine tunnel structure is installed, the sealing plate is rotated and opened in the direction of the tunnel through the sealing plate knob, and the rescue cabin is hoisted into the interior of the middle warehouse.
  • the N-type rotary valve is vertically connected with the rotary valve buckle and fixed, and the lower part touches the road surface. Area.
  • the installation of the life-saving device can be completed by closing the sealing plate, and then splicing and installation of offshore operations is carried out according to the common assembly construction process.
  • the outer wall of the tunnel is in contact with the marine environment and bears dynamic loads such as structural self-weight, water pressure, and waves.
  • the middle wall of the tunnel and the side wall of the tunnel support the middle of the tunnel, bear part of the upper load, and transmit it to the outer wall of the tunnel at the bottom of the tunnel.
  • the motor equipment warehouse in the upper part of the tunnel stores equipment such as wires, optical cables, ventilation ducts, etc.
  • the roof bears the vertical load of the equipment in the motor equipment warehouse. Vehicles drive on the road area in the traffic area.
  • the primary water pipes and secondary water pipes are not used during normal operation. water flow.
  • the sealing plate is in a sealed state, only the partition and the partition door can be seen in the traffic area, and the rescue cabin is located in the partition.
  • the first is that the detection device detects a disaster and needs to escape.
  • the ground personnel check the disaster situation after receiving the message, determine the evacuation situation, and set the escape time.
  • the rotary valve rotates, the hatch door on the inner wall drives the N-type rotary valve to open automatically. After the personnel are in place, the hatch door is automatically closed.
  • the seal plate is opened into the tunnel through the seal plate knob, and seawater pours into the middle compartment.
  • the second is that the detection device detects a disaster and needs to escape.
  • the ground personnel did not make a judgment in time after receiving the message.
  • the inner hatch door rotates with the rotary valve to drive the N-type rotary valve to open automatically. After the personnel are in place, the hatch door is manually closed, and the sealing plate is opened in conjunction at the same time, so that seawater pours into the middle compartment.
  • the third is that the detection device detects that a disaster has occurred and personnel need to escape.
  • the ground personnel did not make a judgment in time after receiving the message.
  • the hatch door on the inner wall drives the N-type rotary valve to open automatically. After the personnel are in place, the hatch door is automatically closed.
  • the seal plate is opened into the tunnel through the seal plate knob, and seawater pours into the middle compartment.
  • the fourth is that the detection device does not detect a disaster, and the personnel turn the rotary valve on the partition door by themselves, and the partition door, the outer wall hatch of the rescue cabin, and the inner wall hatch of the rescue cabin drive the N-type rotary valve with the rotation of the rotary valve. Open it, and after the personnel are in place, manually rotate the N-type rotary valve to close the hatch, and at the same time open the sealing plate in conjunction with each other, and seawater pours into the middle compartment.
  • the middle chamber There are two ways to fill the middle chamber with seawater: the first is that the seawater pours in from the position where the upper sealing plate of the middle chamber is opened; The grade water pipe pours into the middle warehouse to ensure that the middle warehouse is filled with seawater.
  • the lifesaving equipment area is equipped with oxidants such as sodium peroxide, as well as food and water, which can ensure the life needs of escape personnel within a certain period of time.
  • the personnel After floating to the sea surface, the personnel can judge the arrival at the sea surface through the observation window hole, climb up the horizontal ladder and rotate the two-way rotary valve to open the top hatch of the rescue cabin through the rescue cabin knob, breathe air, and wait for rescue. At the same time, rescuers can also rotate the two-way rotary valve from the outside. The rotary valve opens the top hatch of the rescue cabin for rescue.
  • the invention discloses a prefabricated marine tunnel structure with an escape device.
  • the prefabricated marine tunnel structure with an escape device can not only be equipped with a complete lifesaving device during installation, but also ensure the safety of personnel in various ways. Safety, thereby improving and enhancing the safety of the marine tunnel.
  • the tunnel lifesaving device is easy to install, simple in structure, low in cost and does not require secondary damage to the marine tunnel, and is safe and reliable.
  • Fig. 1 is the schematic diagram of the forward sectional structure of the present invention
  • Fig. 2 is a schematic view 1 of a lateral cross-sectional structure of the present invention.
  • Fig. 3 is a schematic diagram 2 of a lateral cross-sectional structure of the present invention.
  • Fig. 4 is a schematic cross-sectional structural view of the rescue chamber of the present invention.
  • Fig. 6 is a detailed schematic diagram 2 of the connection between the N-type rotary valve and the rotary valve of the present invention.
  • a prefabricated marine tunnel structure with its own escape device including a prefabricated marine tunnel structure and an escape device, wherein the escape device It is located in the middle of the marine tunnel structure, and the middle part is fixed by the N-type rotary valve 6 and the rotary valve 12.
  • the prefabricated marine tunnel structure includes the outer wall of the tunnel 4, the middle wall of the tunnel 16, the side wall of the tunnel 17, the motor equipment warehouse 2, the roof 9, the partition 3, the traffic area 5, the middle warehouse 15, the primary water pipe 13, the secondary water pipe 7, Partition door 11, rotary valve 12, pavement area 14, sealing plate 1, sealing plate knob 8.
  • the tunnel side walls 17 are located at both ends of the tunnel, and are located in the middle of the tunnel; the tunnel middle wall 16 is located in the middle of the tunnel, and is located in the middle of the tunnel; the roof 9 is located at the upper part of the tunnel, and distinguishes the traffic area 5 from the motor equipment compartment 2; the partition 3 is located in the tunnel.
  • the partition 3 isolates the middle warehouse 15 in the tunnel, and at the same time, the partition 3 is attached to the tunnel side wall 17 and the tunnel middle wall 16, and the road surface area 14 is distributed at the bottom of the tunnel.
  • the primary water pipe 13 is buried in the middle of the pavement area 14, starting from the central warehouse 15 at the edge of the tunnel, and ending at the central warehouse 15 at the other end of the tunnel along the tunnel direction; the secondary water pipe 7 is located between the primary water pipe 13 and the central warehouse 15.
  • the partition door 11 is evenly arranged in the partition 3 at intervals, the rotary valve 12 is located on the partition door 11, and the partition door 11 can be opened and closed by rotating clockwise and counterclockwise; the sealing plate 1 is located on the top of the middle compartment 15 , can be opened and closed with the sealing plate knob 8 on the sealing plate 1 side towards the tunnel direction.
  • Escape device comprises rescue cabin outer wall 10, rescue cabin inner wall 23, support 30, N type rotary valve 6, rescue cabin outer wall hatch door 26, rescue cabin inner wall hatch door 27, two-way rotary valve 18, rescue cabin top hatch 19, observation window Hole 20, lifesaving cabin knob 21, GPS positioning device 22, horizontal ladder 24, lifesaving area 25, lifesaving equipment area 28, counterweight 29.
  • the rescue cabin outer wall 10 and the rescue cabin inner wall 23 are separated by a certain gap, and are connected to each other by the support 30 arranged at a prescribed position;
  • the two sides of the middle part of 23 are connected by the N-type rotary valve 6, and the N-type rotary valve 6 is located in the middle of the rescue cabin outer wall hatch 26 and the rescue cabin outer wall hatch 26;
  • the rescue cabin top hatch 19 is located at the top of the rescue cabin, and the two-way rotary valve 18 is located
  • the rescue cabin top hatch 19 middle part can be rotated inside and outside the rescue cabin to open or close the rescue cabin top hatch 19.
  • the observation window 20 is located at the periphery of the hatch 19 at the top of the rescue cabin, and the knob 21 of the rescue cabin is at the edge of the hatch 19 at the top of the rescue cabin, so that the hatch 19 at the top of the rescue cabin can be rotated.
  • the GPS positioning device 22 is located on the outer upper side of the outer wall 10 of the rescue cabin.
  • the lifesaving area 25 is located in the interior area of the inner wall 23 of the lifesaving cabin, wherein the horizontal ladder 24 is evenly distributed inside the inner wall 23 of the lifesaving cabin, the counterweight 29 is located at the bottom of the lifesaving area 25, and the lifesaving equipment area 28 is located at the top of the counterweight 29. 29 and life-saving equipment area 28 are removable.
  • the inner radius of the rescue cabin is 400mm
  • the thickness of the inner wall 23 of the survival cabin is 12mm
  • the gap between the inner wall 23 of the survival cabin and the outer wall 10 of the survival cabin is 10mm
  • the thickness of the outer wall 10 of the survival cabin is 10mm
  • the height of the bucket of the survival cabin is 2400mm , with a total height of 3264mm, a total mass of 1.46 tons, and a discharge mass of 1.83 tons after fully entering the water, including 20kg of equipment, 30kg of oxidant (sodium peroxide), 10kg of water and food, and a theoretical load of less than 290kg. It is about 2m/s 2 .
  • the counterweight 29 and other items can be discarded to increase the load.
  • the oxidant can be used for one person to breathe steadily for eight days. After floating on the sea surface, the top hatch 19 of the rescue cabin can be opened to breathe air .
  • the assembly type marine tunnel structure When the assembly type marine tunnel structure is installed, after the sealing plate 1 is rotated and opened in the direction of the tunnel through the sealing plate knob 8, the rescue cabin is hoisted into the interior of the middle warehouse 15, and the N-type rotary valve 6 is connected vertically downward with the rotary valve 12. Fixed, the lower part contacts the road surface area 14 .
  • the installation of the life-saving device can be completed by closing the sealing plate 1, and then splicing and installation of offshore operations is carried out according to the common assembly construction process.
  • the outer wall 4 of the tunnel is in contact with the marine environment and bears dynamic loads such as the structure’s own weight, water pressure, and waves.
  • the tunnel middle wall 16 and the tunnel side wall 17 support the middle of the tunnel, bear part of the upper load, and transmit it to the bottom of the tunnel.
  • the outer wall 4 of the tunnel, the motor equipment warehouse 2 on the upper part of the tunnel store equipment such as electric wires, optical cables, ventilation ducts, etc.
  • the roof 9 bears the vertical load of the equipment in the motor equipment warehouse 2, and the vehicles drive on the road surface area 14 in the traffic area 5.
  • the primary water pipe 13 There is no water circulation with the secondary water pipe 7 in the normal operation period. Sealing plate 1 is in sealing state at ordinary times, can only see dividing plate 3 and dividing plate door 11 in traffic zone 5, and rescue chamber is positioned among dividing plate 3.
  • the first is that the detection device detects that a disaster occurs, and it is necessary to carry out personnel escape. After receiving the message, the ground personnel check the disaster situation, determine the evacuation situation, and set the escape time. 1.
  • the hatch door 27 on the inner wall of the rescue cabin drives the N-type rotary valve 6 to open automatically with the rotation of the rotary valve 12. After the personnel are in place, the hatch door is automatically closed. At the same time, the sealing plate 1 is opened into the tunnel through the sealing plate knob 8, and the seawater pours into the tunnel. Inside the warehouse 15.
  • the second is that the detection device detects that a disaster occurs, and personnel escape is required.
  • the ground personnel do not make a judgment in time after receiving the message. 1.
  • the hatch door 27 on the inner wall of the rescue cabin drives the N-type rotary valve 6 to open automatically as the rotary valve 12 rotates. After the personnel are in place, the hatch door is manually closed, and the sealing plate 1 is opened simultaneously, and seawater pours into the middle compartment 15.
  • the third type is that the detection device detects that a disaster occurs, and personnel escape is required.
  • the ground personnel do not make a judgment in time after receiving the message. 1.
  • the hatch door 27 on the inner wall of the rescue cabin drives the N-type rotary valve 6 to open automatically with the rotation of the rotary valve 12. After the personnel are in place, the hatch door is automatically closed. At the same time, the sealing plate 1 is opened into the tunnel through the sealing plate knob 8, and the seawater pours into the tunnel. Inside the warehouse 15.
  • the fourth is that the detection device does not detect the occurrence of a disaster, and the personnel rotate the rotary valve 12 on the bulkhead door 11 voluntarily, and the bulkhead door 11, the outer wall hatch door 26 of the rescue cabin, and the inner wall hatch door 27 of the rescue cabin follow the rotary valve.
  • the rotation drives the N-type rotary valve 6 to open, and after the personnel are in place, the N-type rotary valve 6 is manually rotated to close the hatch, and at the same time, the opening and sealing plate 1 is opened in linkage, and the seawater pours into the middle compartment 15.
  • the middle bin 15 be filled with seawater
  • the first is that the seawater pours in from the opening position of the upper sealing plate 1 of the middle bin 15, and the other is that after the seawater pours in from another middle bin 15, it passes through a The primary water pipe 13 and the secondary water pipe 7 pour into the middle storehouse 15 to ensure that the middle storehouse 15 is full of seawater.
  • Device 22 opens after encountering water, and external search and rescue personnel can carry out real-time positioning to rescue capsule, and life-saving equipment area 28 is equipped with oxidant sodium peroxide etc., also comprises food and water, can guarantee the life needs of escape personnel within a certain period of time.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Emergency Management (AREA)
  • Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Pulmonology (AREA)
  • Mechanical Engineering (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Paleontology (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Emergency Lowering Means (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

一种自带逃生装置的装配式海洋隧道结构及其应用方法，海洋隧道结构包括装配式海洋隧道结构与逃生装置；装配式海洋隧道结构包括隧道外壁（4）、顶板（9）、隔板（3），顶板（9）位于隧道上部，顶板（4）上方为电机设备仓（2），下方为交通区（5），隔板（3）在隧道内隔离出中仓（15），逃生装置可拆卸的连接在中仓（15）内；逃生装置包括救生舱，救生舱的内部沿高度方向均匀设置有横梯（24），救生舱的底部设置有配重块（29）和救生设备区（28）。该海洋隧道结构可以在安装时配备完善的救生装置，改善和提高了海洋隧道的安全性，安装方便，结构简单，安全可靠。

Description

一种自带逃生装置的装配式海洋隧道结构及其应用方法 技术领域
本发明属于海洋交通工程技术领域，尤其涉及一种自带逃生装置的装配式海洋隧道结构及其应用方法。
背景技术
目前，内陆交通网线逐渐完善，交通建设的中心逐渐投向海洋，有跨海大桥，也有海洋隧道。其中海洋隧道因处于海洋环境中，面对外界高压无氧环境，唯一的通道只有隧道道路，在发生局部起火的情况下，海洋隧道配置的设备能够有效的解决问题保证人员安全，但发生突发严重事故比如爆炸、大型火灾、隧道破裂等情况，人员需在极快的时间与极短的距离上逃离才可获救，现有海洋隧道下人员逃生概率渺茫。
为解决上述问题，现有技术中出现了一些关于海洋隧道紧急逃生系统的研究，例如在专利名称为“一种用于海洋隧道火灾的紧急逃生系统”的中国发明专利中，试图建立一个中转建筑以保证逃生人员安全，在短程(500-1000m长)隧道中可以实施，但若长达数百千米，不可能每隔一千米就建一个海洋建筑，同时将海洋隧道进行破开再建，在工程可行性上是不可能的。
海洋隧道的结构安全性固然重要，但是也必须考虑事故发生后的灾害逃生问题。为此，针对以上海洋隧道结构的不足，本发明提出了自带逃生装置的装配式海洋隧道结构，进而详细论述了其应用方法。
发明内容
为解决现有技术存在的不足，本发明具体公开了一种自带逃生装置的装配式海洋隧道结构及其应用方法，能够通过多种方式有效解决海洋隧道人员逃生的问题，同时不影响海洋隧道的完整性与功能性。
为实现上述目的，本发明采用如下技术方案：
一种自带逃生装置的装配式海洋隧道结构，包括装配式海洋隧道结构与逃生装置，其中逃生装置位于海洋隧道结构中部，中部通过N型旋转阀与旋转阀 固定。
装配式海洋隧道结构包括隧道外壁，隧道中墙，隧道边墙，电机设备仓，顶板，隔板，交通区，中仓，一级水管，二级水管，隔板门，旋转阀，路面区，密封板，密封板旋钮，其中隧道边墙位于隧道两端，且位于隧道中间，隧道中墙位于隧道中部，且位于隧道中间，顶板位于隧道上部，将交通区与电机设备仓区分，隔板位于隧道中间，隔板在隧道内隔离出中仓，同时隔板贴合隧道边墙与隧道中墙，一级水管埋于路面区中部，从隧道边缘处中仓开始，沿着隧道方向结束于隧道另一端中仓处，二级水管位于一级水管与中仓间，隔板门每隔一段距离均匀布置于隔板中，旋转阀位于隔板门上，可通过顺时针逆时针旋转打开与关闭隔板门，路面区分布在隧道底部，密封板位于中仓上顶部，可随在密封板边的密封板旋钮向隧道方向打开闭合。
逃生装置包括救生舱外壁，救生舱内壁，支撑，N型旋转阀，救生舱外壁舱门，救生舱内壁舱门，双向旋转阀，救生舱顶部舱门，观察窗孔，救生舱旋钮，GPS定位装置，横梯，救生区，救生设备区，配重块，其中救生舱外壁与救生舱内壁中间隔有一定间隙，通过设置的分布于规定位置的支撑相连，救生舱外壁舱门与救生舱内壁舱门位于救生舱外壁与救生舱内壁中部两侧，通过N型旋转阀相连，N型旋转阀位于救生舱外壁舱门与救生舱外壁舱门中部，救生舱顶部舱门位于救生舱顶部，双向旋转阀位于救生舱顶部舱门中部，可在救生舱内外旋转以打开或关闭救生舱顶部舱门，观察窗孔位于救生舱顶部舱门周边，救生舱旋钮位于救生舱顶部舱门边缘，使救生舱顶部舱门可旋转，GPS定位装置位于救生舱外壁外部上侧，救生区位于救生舱内壁内部区域，其中横梯水平均匀分布于救生舱内壁内部，配重块位于救生区最底部，救生设备区位于配重块上部，配重块与救生设备区可移动拆卸。
该装配式海洋隧道结构安装时，密封板通过密封板旋钮向隧道方向旋转打开后，将救生舱吊入中仓内部，N型旋转阀竖直向下与旋转阀卡扣相连固定，下部接触路面区。关闭密封板即可完成救生装置安装，然后按照常见装配式施工流程进行海上作业拼接安装。
在平时运营时，隧道外壁与海洋环境接触，承受结构自重、水压与波浪等 动荷载，其中隧道中墙与隧道边墙支撑隧道中部，承担部分上部荷载，并传递到隧道底部的隧道外壁，隧道上部的电机设备仓存放电线光缆通风道等设备，顶板承受电机设备仓中设备的竖向荷载，车辆行驶在交通区中的路面区上，一级水管与二级水管在平时运营时期里没有水流通。平时密封板处于密封状态，在交通区只能看到隔板与隔板门，救生舱位于隔板之中。
发生紧急逃生情况时，分为以下四种场景：
1.第一种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后查看灾害情况，确定人员疏散情况，设定逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮向隧道内开启密封板，海水涌入中仓内。
2.第二种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀自动开启，等人员就位后手动关闭舱门，同时联动开启密封板，海水涌入中仓内。
3.第三种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮向隧道内开启密封板，海水涌入中仓内。
4.第四种是检测装置未检测到发生灾害，人员自行转动隔板门上的旋转阀，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀开启，等人员就位后手动旋转N型旋转阀关闭舱门，同时联动开启启密封板，海水涌入中仓内。
其中有两种方式使中仓内充满海水：第一种是海水从中仓上部密封板打开的位置向下涌入；另一种是海水从另一个中仓涌入后，通过一级水管与二级水管涌入中仓中，保证中仓内充满海水。
随后救生舱的浮力大于重力后，向上浮起，N型旋转阀与旋转阀竖向脱离，自动取消救生舱的固定，因配重块的作用，救生舱上浮姿势保持稳定，GPS定 位装置遇水后开启，外界搜救人员可对救生舱进行实时定位，救生设备区配有氧化剂过氧化钠等，还包括食物与水，能够保证逃生人员在一定时间内的生命所需。
上浮到海面后，人员通过观察窗孔判断到达海面后，爬上横梯旋转双向旋转阀通过救生舱旋钮开启救生舱顶部舱门，呼吸空气，等待救援，同时救援人员也可从外部，旋转双向旋转阀开启救生舱顶部舱门进行救援。
有益效果
本发明公开了一种自带逃生装置的装配式海洋隧道结构，该自带逃生装置的装配式海洋隧道结构不仅可以在安装时即配备完善的救生装置，还能通过多种方式保障人员逃生的安全，从而改善和提高了海洋隧道的安全性。整体来说该隧道救生装置安装方便，结构简单，成本较低无需对海洋隧道进行二次破坏，安全可靠。
附图说明
图1本发明的正向剖面结构示意图；
图2本发明的侧向剖面结构示意图1；
图3本发明的侧向剖面结构示意图2；
图4本发明所述救生舱的剖面结构示意图；
图5本发明的N型旋转阀与旋转阀连接细部示意图1；
图6本发明的N型旋转阀与旋转阀连接细部示意图2；
图7本发明的逃生流程图；
图中1密封板、2电机设备仓、3隔板、4隧道外壁、5交通区、6N型旋转阀、7二级水管、8密封板旋钮、9顶板、10救生舱外壁、11隔板门、12旋转阀、13一级水管、14路面区、15中仓、16隧道中墙、17隧道边墙、18双向旋转阀、19救生舱顶部舱门、20观察窗孔、21救生舱旋钮、22GPS定位装置、23救生舱内壁、24横梯、25救生区、26救生舱外壁舱门、27、救生舱内壁舱门、28救生设备区、29配重块、30支撑。
具体实施方式
以下，将详细地描述本发明。在进行描述之前，应当理解的是，在本说明 书和所附的权利要求书中使用的术语不应解释为限制于一般含义和字典含义，而应当在允许发明人适当定义术语以进行最佳解释的原则的基础上，根据与本发明的技术方面相应的含义和概念进行解释。因此，这里提出的描述仅仅是出于举例说明目的的优选实例，并非意图限制本发明的范围，从而应当理解的是，在不偏离本发明的精神和范围的情况下，可以由其获得其他等价方式或改进方式。
以下实施例仅是作为本发明的实施方案的例子列举，并不对本发明构成任何限制，本领域技术人员可以理解在不偏离本发明的实质和构思的范围内的修改均落入本发明的保护范围。除非特别说明，以下实施例中使用的试剂和仪器均为市售可得产品。
实施例1
如图1、图2、图3、图4、图5、图6、图7所示，一种自带逃生装置的装配式海洋隧道结构，包括装配式海洋隧道结构与逃生装置，其中逃生装置位于海洋隧道结构中部，中部通过N型旋转阀6与旋转阀12固定。
装配式海洋隧道结构包括隧道外壁4，隧道中墙16，隧道边墙17，电机设备仓2，顶板9，隔板3，交通区5，中仓15，一级水管13，二级水管7，隔板门11，旋转阀12，路面区14，密封板1，密封板旋钮8。
其中隧道边墙17位于隧道两端，且位于隧道中间；隧道中墙16位于隧道中部，且位于隧道中间；顶板9位于隧道上部，将交通区5与电机设备仓2区分；隔板3位于隧道中间，隔板3在隧道内隔离出中仓15，同时隔板3贴合隧道边墙17与隧道中墙16，路面区14分布在隧道底部。
一级水管13埋于路面区14中部，从隧道边缘处中仓15开始，沿着隧道方向结束于隧道另一端中仓15处；二级水管7位于一级水管13与中仓15间。
隔板门11每隔一段距离均匀布置于隔板3中，旋转阀12位于隔板门11上，可通过顺时针逆时针旋转打开与关闭隔板门11；密封板1位于中仓15上顶部，可随在密封板1边的密封板旋钮8向隧道方向打开闭合。
逃生装置包括救生舱外壁10，救生舱内壁23，支撑30，N型旋转阀6，救生舱外壁舱门26，救生舱内壁舱门27，双向旋转阀18，救生舱顶部舱门19， 观察窗孔20，救生舱旋钮21，GPS定位装置22，横梯24，救生区25，救生设备区28，配重块29。
其中救生舱外壁10与救生舱内壁23中间隔有一定间隙，通过设置的分布于规定位置的支撑30相连；救生舱外壁舱门26与救生舱内壁舱门27位于救生舱外壁10与救生舱内壁23中部两侧，通过N型旋转阀6相连，N型旋转阀6位于救生舱外壁舱门26与救生舱外壁舱门26中部；救生舱顶部舱门19位于救生舱顶部，双向旋转阀18位于救生舱顶部舱门19中部，可在救生舱内外旋转以打开或关闭救生舱顶部舱门19。
观察窗孔20位于救生舱顶部舱门19周边，救生舱旋钮21位于救生舱顶部舱门19边缘，使救生舱顶部舱门19可旋转。
GPS定位装置22位于救生舱外壁10外部上侧。
救生区25位于救生舱内壁23内部区域，其中横梯24水平均匀分布于救生舱内壁23内部，配重块29位于救生区25最底部，救生设备区28位于配重块29上部，配重块29与救生设备区28可移动拆卸。
其中一种设计尺寸为救生舱舱内半径为400mm，救生舱内壁23厚度为12mm，救生舱内壁23与救生舱外壁10之间空隙为10mm，救生舱外壁10厚度为10mm，救生舱桶高2400mm，总高为3264mm，总质量为1.46吨，完全入水后排水质量为1.83吨，其中设备20kg、氧化剂(过氧化钠)30千克、水与食物10kg，理论可载重290kg以下，若空载上浮加速度约为2m/s 2，在特殊情况下可将配重块29与其他物品抛弃以增加载重，氧化剂可供1人平稳呼吸八天，在浮上海面后即可打开救生舱顶部舱门19呼吸空气。
该装配式海洋隧道结构安装时，密封板1通过密封板旋钮8向隧道方向旋转打开后，将救生舱吊入中仓15内部，N型旋转阀6竖直向下与旋转阀12卡扣相连固定，下部接触路面区14。关闭密封板1即可完成救生装置安装，然后按照常见装配式施工流程进行海上作业拼接安装。
在平时运营时，隧道外壁4与海洋环境接触，承受结构自重、水压与波浪等动荷载，其中隧道中墙16与隧道边墙17支撑隧道中部，承担部分上部荷载，并传递到隧道底部的隧道外壁4，隧道上部的电机设备仓2存放电线光缆通风 道等设备，顶板9承受电机设备仓2中设备的竖向荷载，车辆行驶在交通区5中的路面区14上，一级水管13与二级水管7在平时运营时期里没有水流通。平时密封板1处于密封状态，在交通区5只能看到隔板3与隔板门11，救生舱位于隔板3之中。
发生紧急逃生情况时，分为以下四种场景：
(1)第一种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后查看灾害情况，确定人员疏散情况，设定逃生时间，隔板门11、救生舱外壁舱门26、救生舱内壁舱门27随着旋转阀12旋转带动N型旋转阀6自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮8向隧道内开启密封板1，海水涌入中仓15内。
(2)第二种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门11、救生舱外壁舱门26、救生舱内壁舱门27随着旋转阀12旋转带动N型旋转阀6自动开启，等人员就位后手动关闭舱门，同时联动开启密封板1，海水涌入中仓15内。
(3)第三种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门11、救生舱外壁舱门26、救生舱内壁舱门27随着旋转阀12旋转带动N型旋转阀6自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮8向隧道内开启密封板1，海水涌入中仓15内。
(4)第四种是检测装置未检测到发生灾害，人员自行转动隔板门11上的旋转阀12，隔板门11、救生舱外壁舱门26、救生舱内壁舱门27随着旋转阀旋转带动N型旋转阀6开启，等人员就位后手动旋转N型旋转阀6关闭舱门，同时联动开启启密封板1，海水涌入中仓15内。
其中有两种方式使中仓15内充满海水，第一种是海水从中仓15上部密封板1打开的位置向下涌入，另一种是海水从另一个中仓15涌入后，通过一级水管13与二级水管7涌入中仓15中，保证中仓15内充满海水。
随后救生舱的浮力大于重力后，向上浮起，N型旋转阀6与旋转阀12竖向脱离，自动取消救生舱的固定，因配重块29的作用，救生舱上浮姿势保持稳定， GPS定位装置22遇水后开启，外界搜救人员可对救生舱进行实时定位，救生设备区28配有氧化剂过氧化钠等，还包括食物与水，能够保证逃生人员在一定时间内的生命所需。
上浮到海面后，人员通过观察窗孔20判断到达海面后，爬上横梯24旋转双向旋转阀18通过救生舱旋钮21开启救生舱顶部舱门19，呼吸空气，等待救援，同时救援人员也可从外部，旋转双向旋转阀18开启救生舱顶部舱门19进行救援。
以上实施例仅用以说明本发明的技术方案，而非对其进行限制；尽管参照前述实施例对本发明进行了详细的说明，对于本领域的普通技术人员来说，依然可以对前述实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换；而这些修改或替换，并不使相应技术方案的本质脱离本发明所要求保护的技术方案的精神和范围。

Claims (10)

  1. 一种自带逃生装置的装配式海洋隧道结构，其特征在于：
    包括装配式海洋隧道结构与逃生装置；
    所述装配式海洋隧道结构包括隧道外壁、顶板、隔板；所述顶板位于隧道上部，所述顶板上方为电机设备仓，所述顶板下方为交通区，所述交通区底部为路面区；所述隔板设置在隧道中间，所述隔板在隧道内隔离出中仓，所述逃生装置设置在所述中仓内，且所述逃生装置与所述中仓之间可拆卸连接；所述隔板上均匀设置有可开关的隔板门，所述中仓顶部设置有可开关的密封板；
    所述逃生装置包括救生舱，所述救生舱的侧部和顶部分别设置有可开关的救生舱门和救生舱顶部舱门，所述救生舱的内部沿高度方向均匀设置有横梯，所述救生舱的底部设置有配重块，所述配重块上方设置有救生设备区。
  2. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述装配式海洋隧道结构还包括隧道边墙和隧道中墙，所述隧道边墙位于隧道两端，所述隧道中墙位于隧道中部，所述隔板贴合隧道边墙与隧道中墙设置。
  3. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述路面区中部埋设有一级水管，所述一级水管将沿隧道长度方向设置的各个中仓进行连通；所述一级水管与中仓之间设置有二级水管。
  4. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述隔板门上设置有旋转阀，通过旋转阀的顺时针、逆时针旋转可打开、关闭所述隔板门；所述密封板上设置有密封板旋钮，通过密封板旋钮的旋转可向隧道方向打开、闭合所述密封板。
  5. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述救生舱包括救生舱外壁与救生舱内壁，所述救生舱外壁与救生舱内壁的中间隔有一定间隙，所述救生舱外壁与救生舱内壁通过设置的分布于规定位置的支撑相连。
  6. 根据权利要求5所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述救生舱外壁与救生舱内壁中部两侧设置有救生舱外壁舱门与救生舱内壁舱 门，通过N型旋转阀相连；所述救生舱顶部舱门上设置有双向旋转阀，通过旋转双向旋转阀可在救生舱内、外打开或关闭救生舱顶部舱门。
  7. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述逃生装置与所述中仓之间通过N型旋转阀与旋转阀固定。
  8. 根据权利要求1所述的自带逃生装置的装配式海洋隧道结构，其特征在于，所述救生舱顶部舱门周边设置有观察窗孔，所述救生舱外壁外部上侧设置有GPS定位装置，所述配重块与救生设备区可移动拆卸。
  9. 一种自带逃生装置的装配式海洋隧道结构的应用方法，其特征在于，包括以下步骤：
    (1)发生紧急逃生情况时，隔板门、救生舱外壁舱门、救生舱内壁舱门开启，等人员就位后关闭舱门，然后，使海水涌入中仓内，其中有两种方式使中仓内充满海水：第一种是海水从中仓上部密封板打开的位置向下涌入，另一种是海水从其中一个中仓涌入后，通过一级水管与二级水管涌入其他中仓中，保证中仓内充满海水；
    (2)随后救生舱的浮力大于重力后，向上浮起，N型旋转阀与旋转阀竖向脱离，自动取消救生舱的固定，因配重块的作用，救生舱上浮姿势保持稳定，GPS定位装置遇水后开启，外界搜救人员可对救生舱进行实时定位，救生设备区配有氧化剂过氧化钠，还包括食物与水，能够保证逃生人员在一定时间内的生命所需；
    (3)上浮到海面后，人员通过观察窗孔判断到达海面后，爬上横梯旋转双向旋转阀通过救生舱旋钮开启救生舱顶部舱门，呼吸空气，等待救援，同时救援人员也可从外部，旋转双向旋转阀开启救生舱顶部舱门进行救援。
  10. 根据权利要求9所述的自带逃生装置的装配式海洋隧道结构的应用方法，其特征在于，发生紧急逃生情况时，分为以下四种场景：
    (1)第一种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后查看灾害情况，确定人员疏散情况，设定逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动 N型旋转阀自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮向隧道内开启密封板，海水涌入中仓内；
    (2)第二种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀自动开启，等人员就位后手动关闭舱门，同时联动开启密封板，海水涌入中仓内；
    (3)第三种是检测装置检测到发生灾害，需要进行人员逃生，地面人员收到消息后未及时做出判断，系统按照预设的逃生时间，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀自动开启，等人员就位后自动关闭舱门，同时通过密封板旋钮向隧道内开启密封板，海水涌入中仓内；
    (4)第四种是检测装置未检测到发生灾害，人员自行转动隔板门上的旋转阀，隔板门、救生舱外壁舱门、救生舱内壁舱门随着旋转阀旋转带动N型旋转阀开启，等人员就位后手动旋转N型旋转阀关闭舱门，同时联动开启启密封板，海水涌入中仓内。
PCT/CN2021/096631 2021-05-26 2021-05-28 一种自带逃生装置的装配式海洋隧道结构及其应用方法 Ceased WO2022246785A1 (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US18/453,868 US11933176B2 (en) 2021-05-26 2023-08-22 Fabricated ocean tunnel structure with escape device and application method thereof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202110575527.7 2021-05-26
CN202110575527.7A CN113107521B (zh) 2021-05-26 2021-05-26 一种自带逃生装置的装配式海洋隧道结构及其应用方法

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US18/453,868 Continuation US11933176B2 (en) 2021-05-26 2023-08-22 Fabricated ocean tunnel structure with escape device and application method thereof

Publications (1)

Publication Number Publication Date
WO2022246785A1 true WO2022246785A1 (zh) 2022-12-01

Family

ID=76723680

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2021/096631 Ceased WO2022246785A1 (zh) 2021-05-26 2021-05-28 一种自带逃生装置的装配式海洋隧道结构及其应用方法

Country Status (3)

Country Link
US (1) US11933176B2 (zh)
CN (1) CN113107521B (zh)
WO (1) WO2022246785A1 (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119616505A (zh) * 2024-11-29 2025-03-14 中铁第四勘察设计院集团有限公司 一种隧道关门式塌方侧壁绕行救援方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114320453B (zh) * 2022-03-07 2022-05-24 交通运输部天津水运工程科学研究所 一种深水隧道紧急救援装备及方法
CN119435103B (zh) * 2024-12-13 2025-10-14 中交二公局第三工程有限公司 一种城市轨道中地铁站的防塌陷避难装置及其使用方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2209039A1 (en) * 1997-07-21 1999-01-21 Paul Douglas Morrissey S.o.s. gyrosphere lifesaving capsule
EP3366882A1 (de) * 2017-02-27 2018-08-29 Elkuch Bator AG Einschubmodul zum versetzen in einer auskleidung eines verkehrstunnels
KR20200033575A (ko) * 2018-09-20 2020-03-30 삼성중공업 주식회사 비상 탈출 시스템
CN111088994A (zh) * 2020-01-14 2020-05-01 中国地质大学（北京） 一种用于海底隧道火灾的紧急逃生系统
CN111254978A (zh) * 2020-01-20 2020-06-09 中交第三航务工程局有限公司 一种水下悬浮隧道的逃生系统
KR20200095184A (ko) * 2019-01-31 2020-08-10 (주)주성지앤비 수중 플로팅 터널의 비상 탈출장치
CN111877401A (zh) * 2020-07-28 2020-11-03 杜地 一种水中交通隧道

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2870269B1 (fr) * 2004-05-12 2006-08-11 Bouygues Travaux Publics Sa Procede et dispositif pour realiser un tunnel immerge, sur un sol, sous une nappe d'eau
NO328531B1 (no) * 2006-12-15 2010-03-15 Norsafe As Romningssystem for marin konstruksjon
CN102720210A (zh) * 2011-03-29 2012-10-10 王晓进 鱼脊式隧道逃生舱
CN107642377A (zh) * 2017-10-23 2018-01-30 沈阳建筑大学 双层消防逃生隧道

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2209039A1 (en) * 1997-07-21 1999-01-21 Paul Douglas Morrissey S.o.s. gyrosphere lifesaving capsule
EP3366882A1 (de) * 2017-02-27 2018-08-29 Elkuch Bator AG Einschubmodul zum versetzen in einer auskleidung eines verkehrstunnels
KR20200033575A (ko) * 2018-09-20 2020-03-30 삼성중공업 주식회사 비상 탈출 시스템
KR20200095184A (ko) * 2019-01-31 2020-08-10 (주)주성지앤비 수중 플로팅 터널의 비상 탈출장치
CN111088994A (zh) * 2020-01-14 2020-05-01 中国地质大学（北京） 一种用于海底隧道火灾的紧急逃生系统
CN111254978A (zh) * 2020-01-20 2020-06-09 中交第三航务工程局有限公司 一种水下悬浮隧道的逃生系统
CN111877401A (zh) * 2020-07-28 2020-11-03 杜地 一种水中交通隧道

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119616505A (zh) * 2024-11-29 2025-03-14 中铁第四勘察设计院集团有限公司 一种隧道关门式塌方侧壁绕行救援方法

Also Published As

Publication number Publication date
CN113107521B (zh) 2022-03-11
US20230392499A1 (en) 2023-12-07
US11933176B2 (en) 2024-03-19
CN113107521A (zh) 2021-07-13

Similar Documents

Publication Publication Date Title
US11933176B2 (en) Fabricated ocean tunnel structure with escape device and application method thereof
CN111877401B (zh) 一种水中交通隧道
US9892805B2 (en) Underground nuclear power plant
US10767482B2 (en) Rescue capsule for shelter in tunnel construction
JP2004322939A (ja) 津波又は洪水に対する防災用として地上設置される浮遊型シェルタ
KR100554491B1 (ko) 대피처
CN111254978B (zh) 一种水下悬浮隧道的逃生系统
US20140123577A1 (en) Escape staircase and method for allowing occupants of a building to escape safely during an emergency
WO2015111564A1 (ja) 津波等災害シェルター
CN209096975U (zh) 一种航运救生舱
CN111232145A (zh) 一种深水半潜式生产平台的总体布局
JP5543658B1 (ja) 防災避難シェルター
JP2013163961A (ja) 津波・洪水など非常事態用の避難装置
RU2637084C1 (ru) Спасательная капсула
JP2013086789A (ja) 津波避難シェルター
CN211262740U (zh) 用于防淹防护密闭门性能测试的综合试验平台
WO2021103808A1 (zh) 用于防淹防护密闭门性能测试的综合试验平台
CN111335177A (zh) 无底气囊法水下干作业施工系统及方法
CN102979554B (zh) 一种水隔式煤矿避难硐室过渡室及进硐方法
CN112854299B (zh) 可阻断式悬浮隧道管节接头
WO2011160326A1 (zh) 安全保障装置
RU2348565C1 (ru) Самоходное подводное кафе
CN201843636U (zh) 矿井救生装置
CN114712738B (zh) 海洋地下空间紧急逃生结构及逃生方法
CN209761497U (zh) 一种圆形矿用防水逃生门

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 21942361

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 21942361

Country of ref document: EP

Kind code of ref document: A1

122 Ep: pct application non-entry in european phase

Ref document number: 21942361

Country of ref document: EP

Kind code of ref document: A1

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205 DATED 14.05.2024)

122 Ep: pct application non-entry in european phase

Ref document number: 21942361

Country of ref document: EP

Kind code of ref document: A1