CN106592634A - Submarine sightseeing tunnel structure - Google Patents
Submarine sightseeing tunnel structure Download PDFInfo
- Publication number
- CN106592634A CN106592634A CN201710016652.8A CN201710016652A CN106592634A CN 106592634 A CN106592634 A CN 106592634A CN 201710016652 A CN201710016652 A CN 201710016652A CN 106592634 A CN106592634 A CN 106592634A
- Authority
- CN
- China
- Prior art keywords
- tunnel
- mixed mud
- top transparent
- supporting plate
- structures
- 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.)
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Classifications
-
- 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
- E02D29/077—Tunnels at least partially built beneath the water-bed characterised by being made by methods involving disturbance thereof all along the location line, e.g. by cut-and-cover or caisson methods
-
- 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
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention relates to a submarine sightseeing tunnel structure and belongs to the technical field of traffic. The bottoms of foundation piles make contact with a seabed; supporting plates are disposed at the tops of the foundation piles; the tops of the supporting plates are matched with a bottom concrete structure; circular arc top transparent structures are arranged above the bottom concrete structure; tunnel arched joint concrete structures are disposed on the two sides of the top transparent structures; and the multiple top transparent structures are connected through the tunnel arched joint concrete structures. The submarine sightseeing tunnel structure is reasonable in structural design, low in construction difficulty, simple in process, high in construction speed and low in cost, avoids the problems in the prior art and facilitates development of undersea tourism.
Description
Technical field
The present invention relates to a kind of Seafloor sightseeing tunnel structure, belongs to technical field of transportation.
Background technology
Since eighties of last century the nineties, with《The United Nations Convention on Law of the Sea》Come into force and《Agenda 21》Reality
Apply, strategic position of the ocean in the whole world is projected increasingly.In order to seize the new advantage in ocean epoch, the U.S., Russia, Canada,
The states such as Australia, Japan, Korea, India all propose national marine development strategy geared to the 21st century in succession.Population in the world
The sea property that becomes also further enhance, about 65% concentrates on coastal region.There are 37 in the big well-known tourist famous-city in 40, the whole world
It is coastal state or area, the total income of tourist of coastal 37 countries accounts for the 81% of global tourism total income.
The concept of " building ocean power " enters 18 big reports, and marine economy becomes pulling China's national economy development
Strong engine.Ocean power is built, to possess powerful in exploitation ocean, in terms of using ocean, protection ocean, management and control ocean
Comprehensive strength, in these areas, Development of Marine Tourism can play the important and positive role of uniqueness.
The seashore tourism concept of Marine Tourism beyond tradition, be related under beach, sea, sea, coastal waters, the development such as ocean it is empty
Between.Marine Tourism development is to ensure national interests with cleverly flexible way, and the rights and interests of blue territory are safeguarded in the way of merging.
The development of Marine Tourism is directed not only to territorial security, is directed to economic security, information security, energy security.Chinese Sea is traveled
Development spare part full maturity, coastal region in east China Economic contrast is flourishing, builds blue economic zone and has become common recognition；Southern Coast
Marine Tourism and coastal cities tourism also turn out a prestigious institution.
Traditional benthal tourism project has diving and submarine to go sightseeing；The health requirement to traveller of diving under water is very high, also
Equipment that need to be special and professional instruct；Submarine is gone sightseeing, and can once receive the limited amount of visitor, and sightseeing window is also limited,
This directly constrains the development traveled under sea.
The content of the invention
It is reasonable in design, apply present invention aims to the defect and deficiency of prior art, there is provided a kind of simple structure
Work difficulty is little, process is simple, speed of application fast, the Seafloor sightseeing tunnel structure of low cost.
For achieving the above object, the technical solution used in the present invention is：It is tied comprising top transparent structure, bottom mixed mud
Structure, tunnel arch joint mixed mud structure, foundation pile, supporting plate；The bottom of described foundation pile contacts with sea bed；Described basis
The top of stake is provided with supporting plate；The top and bottom mixed mud structure of described supporting plate cooperates；Described bottom mixed mud knot
The top transparent structure of circular arc is provided with above structure；The both sides of described top transparent structure are provided with the mixed mud of tunnel arch joint
Soil structure；By tunnel arch joint mixed mud structure connection between several top transparent structures.
Preferably, described bottom mixed mud structure setting is in seabed, described top transparent structure is on sea
Lower section, is so easy to the big marine biology of tourist's viewing.
Preferably, described top transparent structure is vertical at 12 cubic metres to 40 with the space that bottom mixed mud structure is formed
Between square rice, interfacial area is little, and prefabricated difficulty is little, speed is fast.
Preferably, described bottom mixed mud structure is channel-section steel mixed mud structure.
During present invention operation, Seafloor sightseeing tunnel plane, vertical line type are fitted according to underwater topography and line requirements；
According to circuit is flat, vertical line type, seabed tunnel is divided into into some sections, by land prefabricated bottom is that groove-shaped steel reinforcement concrete is tied
Structure, installation top is the transparent high strength glass of circular arc, and every section of tunnel joint is arched concrete structure；Every section of tunnel is indirect
Head nearby arranges foundation pile and supporting plate, and supporting plate top surface absolute altitude is identical with seabed tunnel structure base slab elevation of bottom；In construction pile foundation
During supporting plate, can simultaneously prefabricated tunnel structure, and lifting components are reserved on the outside of tunnel concrete structure；Every section of tunnel is prefabricated
After the completion of, it is lifted into docking in water, connect and form Seafloor sightseeing tunnel.
After said structure, the present invention has the beneficial effect that：A kind of Seafloor sightseeing tunnel structure of the present invention, structure
Reasonable in design, difficulty of construction is little, process is simple, and speed of application is fast, low cost, and avoids problems of the prior art,
Be conducive to the development traveled under sea.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention；
Fig. 2 be in the present invention foundation pile and supporting plate assembling after cooperation figure；
Fig. 3 is the upward view of foundation pile and supporting plate in the present invention；
Description of reference numerals：
Sea 1, seabed 2, top transparent structure 3, bottom mixed mud structure 4, tunnel arch joint mixed mud structure 5, foundation pile
6th, supporting plate 7.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is further illustrated.
Referring to such as Fig. 1 -- shown in Fig. 3, this specific embodiment includes top transparent structure 3, bottom mixed mud structure 4, tunnel
Road arch joint mixed mud structure 5, foundation pile 6, supporting plate 7；The bottom of described foundation pile 6 contacts with sea bed；Described basis
The top of stake 6 is provided with supporting plate 7；The top and bottom mixed mud structure 4 of described supporting plate 7 cooperates；The mixed mud in described bottom
The top of soil structure 4 is provided with the top transparent structure 3 of circular arc；The both sides of described top transparent structure 3 are provided with tunnel arch
Joint mixed mud structure 5；Connected by tunnel arch joint mixed mud structure 5 between several top transparent structures 3.
Wherein, described bottom mixed mud structure 4 is arranged in seabed 2, and described top transparent structure 3 is on sea 1
Lower section, is so easy to the big marine biology of tourist's viewing；Described top transparent structure 3 is formed with bottom mixed mud structure 4
Space between 12 cubic metres to 40 cubic metres, interfacial area is little, and prefabricated difficulty is little, speed is fast；Described bottom mixed mud
Structure 4 is channel-section steel mixed mud structure.
This specific embodiment operating procedure is as follows：
1st, Seafloor sightseeing tunnel plane, vertical line type are fitted according to underwater topography and line requirements；
2nd, according to circuit is flat, vertical line type, seabed tunnel is divided into into some sections, by land prefabricated bottom is groove-shaped steel reinforcement coagulation
Soil structure 4, installation top is the transparent high strength glass 3 of circular arc, and every section of tunnel joint is arched concrete structure 5；
3rd, near joints arrange foundation pile 6 and supporting plate 7, the top surface absolute altitude of supporting plate 7 and the bottom of seabed tunnel structure base slab 4 between every section of tunnel
Portion's absolute altitude is identical；
4th, during construction pile foundation 6 and supporting plate 7, can prefabricated tunnel structure simultaneously, and reserve on the outside of tunnel concrete structure and hang
Dress component；
5th, after the completion of every section of tunnel is prefabricated, it is lifted into docking in water, connects and form Seafloor sightseeing tunnel.
This specific embodiment reasonable in design, difficulty of construction is little, process is simple, and speed of application is fast, low cost, and keeps away
Exempt from problems of the prior art, be conducive to the development traveled under sea.
The above, only to illustrate technical scheme and unrestricted, those of ordinary skill in the art are to this
Other modifications or equivalent that bright technical scheme is made, without departing from the spirit and scope of technical solution of the present invention,
All should cover in the middle of scope of the presently claimed invention.
Claims (4)
1. a kind of Seafloor sightseeing tunnel structure, it is characterised in that：It includes top transparent structure, bottom mixed mud structure, tunnel
Arch joint mixed mud structure, foundation pile, supporting plate；The bottom of described foundation pile contacts with sea bed；The top of described foundation pile
Portion is provided with supporting plate；The top and bottom mixed mud structure of described supporting plate cooperates；Described bottom mixed mud structure it is upper
Side is provided with the top transparent structure of circular arc；The both sides of described top transparent structure are provided with tunnel arch joint mixed mud knot
Structure；By tunnel arch joint mixed mud structure connection between several top transparent structures.
2. a kind of Seafloor sightseeing tunnel structure according to claim 1, it is characterised in that：Described bottom mixed mud structure
In being arranged on seabed, the lower section of described top transparent structure on sea.
3. a kind of Seafloor sightseeing tunnel structure according to claim 1, it is characterised in that：Described top transparent structure with
The space that bottom mixed mud structure is formed is between 12 cubic metres to 40 cubic metres.
4. a kind of Seafloor sightseeing tunnel structure according to claim 1, it is characterised in that：Described bottom mixed mud structure
For channel-section steel mixed mud structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710016652.8A CN106592634A (en) | 2017-01-11 | 2017-01-11 | Submarine sightseeing tunnel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710016652.8A CN106592634A (en) | 2017-01-11 | 2017-01-11 | Submarine sightseeing tunnel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592634A true CN106592634A (en) | 2017-04-26 |
Family
ID=58583166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710016652.8A Pending CN106592634A (en) | 2017-01-11 | 2017-01-11 | Submarine sightseeing tunnel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592634A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098208A (en) * | 2018-08-31 | 2018-12-28 | 郭毅轩 | A kind of seabed tunnel and its construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1990015223A1 (en) * | 1989-05-31 | 1990-12-13 | Transfield Construction Pty Limited | Submerged bridge tunnel |
| JPH11323976A (en) * | 1998-05-18 | 1999-11-26 | Taisei Corp | Water stop structure of water bottom tunnel |
| CN2530980Y (en) * | 2002-03-28 | 2003-01-15 | 天津大学 | Box type base submarine tunnel structure |
| US20050186032A1 (en) * | 2002-10-31 | 2005-08-25 | Quattlebaum Gordon T. | Underwater ambient pressure viewing tunnel system |
| CN203284800U (en) * | 2013-03-07 | 2013-11-13 | 同济大学 | Deep sea elevated tunnel |
| CN203320556U (en) * | 2013-06-09 | 2013-12-04 | 浙江海洋学院 | Shock-resistant subsea tunnel |
-
2017
- 2017-01-11 CN CN201710016652.8A patent/CN106592634A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1990015223A1 (en) * | 1989-05-31 | 1990-12-13 | Transfield Construction Pty Limited | Submerged bridge tunnel |
| JPH11323976A (en) * | 1998-05-18 | 1999-11-26 | Taisei Corp | Water stop structure of water bottom tunnel |
| CN2530980Y (en) * | 2002-03-28 | 2003-01-15 | 天津大学 | Box type base submarine tunnel structure |
| US20050186032A1 (en) * | 2002-10-31 | 2005-08-25 | Quattlebaum Gordon T. | Underwater ambient pressure viewing tunnel system |
| CN203284800U (en) * | 2013-03-07 | 2013-11-13 | 同济大学 | Deep sea elevated tunnel |
| CN203320556U (en) * | 2013-06-09 | 2013-12-04 | 浙江海洋学院 | Shock-resistant subsea tunnel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098208A (en) * | 2018-08-31 | 2018-12-28 | 郭毅轩 | A kind of seabed tunnel and its construction method |
| CN109098208B (en) * | 2018-08-31 | 2024-04-26 | 郭毅轩 | Submarine tunnel and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190214 Address after: 300000 Tianjin free trade zone (Airport Economic Zone), 2-3116 South Road 88. Applicant after: CHINA RAILWAY LIUYUAN GROUP Co.,Ltd. Address before: 300000 Hebei Avenue, new Hongqiao, Hongqiao District, Tianjin City, No. 1 Applicant before: CHINA RAILWAY TUNNEL SURVEY & DESIGN INSTITUTE Co.,Ltd. |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170426 |
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| WD01 | Invention patent application deemed withdrawn after publication |