CN206581303U - A kind of seabed vacuum tunnel of band sightseeing function - Google Patents
A kind of seabed vacuum tunnel of band sightseeing function Download PDFInfo
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- CN206581303U CN206581303U CN201720025563.5U CN201720025563U CN206581303U CN 206581303 U CN206581303 U CN 206581303U CN 201720025563 U CN201720025563 U CN 201720025563U CN 206581303 U CN206581303 U CN 206581303U
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Abstract
A kind of seabed vacuum tunnel of band sightseeing function, the utility model is related to seabed tunnel technical field；Seabed tunnel body is made up of several tunnel segments, and described tunnel segment is made up of seabed tunnel upper transparent structure, seabed tunnel lower concrete structure, seabed tunnel joint arched concrete structure, foundation pile, supporting plate；The top of seabed tunnel lower concrete structure, which is provided between seabed tunnel upper transparent structure, every two adjacent tunnel segments, passes through the connection of seabed tunnel joint arched concrete structure；Described supporting plate is arranged on the junction of adjacent tunnel segmentation；Described seabed tunnel body is shape of a hoof seabed tunnel body；Described seabed tunnel lower concrete structure is groove-shaped steel reinforcement concrete structure；Described seabed tunnel upper transparent structure is circular arc high-strength transparence glass；Described seabed tunnel body is vacuum seabed tunnel body.Its constructing tunnel difficulty is small, technique is simple, speed of application is fast, cost is low, and practicality is stronger.
Description
Technical field
The utility model is related to seabed tunnel technical field, and in particular to a kind of seabed vacuum tunnel of band sightseeing function.
Background technology
The concept of " building ocean power " enters 18 big reports, and marine economy has turned into pulls China's national economy development
Strong engine.Ocean power is built, to possess powerful in terms of exploitation ocean, using ocean, protection ocean, management and control ocean
Comprehensive strength, in these areas, Development of Marine traffic can play important and unique positive role.
The development spaces such as sea traffic is related under beach, sea, sea, coastal waters, ocean.Sea traffic development is with cleverly
Flexible way ensures national interests, and the rights and interests of blue territory are safeguarded in the way of fusion.The development of Marine Tourism is directed not only to neck
Native safety, is directed to economic security, information security, energy security.Tunnel is then to connect ocean islands and the important way in continent
One of.
Seabed tunnel is often very long, although present high ferro can substantially reduce people's trip on the way or crossing-river tunnel
Time used, but pursuit of the people to speed and efficiency never stop.Under unlimited atmospheric condition, restriction high ferro highest warp
The principal element for speed of helping is dense air, the problem of also facing same for seabed major long tunnel：Air drag and train
The speed of service square into approximate proportional relation, speed improves 2 times, and air drag will increase to 4 times.When train is with per hour 200
When kilometer traveling, air drag accounts for 70% of drag overall or so；Harmony CRH380A runs out of speed per hour 486.1 in Beijing-Shanghai express railway
During kilometer, aerodynamic drag has exceeded the 92% of drag overall；If going to more than 500 kilometers, in drag overall, more than 95% is all pneumatic
Resistance.Bullet train speed per hour is more than 400 kilometers, energy consumption and noise severe overweight in dense atmosphere, it is impossible to which input business is transported
Battalion.If enclosed tunnel can be built, it is evacuated by being evacuated station, can be achieved with ultrahigh speed, the low noise operation of bullet train,
That is seabed " vacuum tunnel superexpress train ".
If benthal tourism can be gone sightseeing and ultrahigh speed vacuum tunnel transportation trade is combined, tunnel can run super
Bullet train, can also expand the development traveled under sea, make tunnelling function more perfect.
Utility model content
The purpose of this utility model is that defect and deficiency for prior art, there is provided one kind is simple in construction, is designed and closed
The seabed vacuum tunnel of reason, band sightseeing function easy to use, its constructing tunnel difficulty is small, technique is simple, speed of application is fast, into
This is low, and practicality is stronger.
To achieve the above object, the technical solution adopted in the utility model is：It includes seabed tunnel body, seabed tunnel
Body is arranged on below sea；Seabed tunnel body is made up of several tunnel segments, and described tunnel segment is on seabed tunnel
Portion's transparent configuration, seabed tunnel lower concrete structure, seabed tunnel joint arched concrete structure, foundation pile, supporting plate are constituted；
The top of seabed tunnel lower concrete structure is provided between seabed tunnel upper transparent structure, every two adjacent tunnel segments
Connected by seabed tunnel joint arched concrete structure, lower edge and the seabed tunnel of seabed tunnel joint arched concrete structure
The top edge connection of road lower concrete structure；Described supporting plate is arranged on the junction of adjacent tunnel segmentation, and the bottom of supporting plate
Portion is provided with several foundation piles；Described seabed tunnel body is shape of a hoof seabed tunnel body；Mix described seabed tunnel bottom
Xtah Crude Clay structure is groove-shaped steel reinforcement concrete structure；Described seabed tunnel upper transparent structure is circular arc high-strength transparence glass
Glass；Described seabed tunnel body is vacuum seabed tunnel body.
Further, the bottom of described seabed tunnel lower concrete structure is arranged on the bottom in seabed, its top two
End dew is located at the top in seabed.
Further, the sectional area of described seabed tunnel body is between 12 ㎡ to 40 ㎡.
Further, several described tunnel segments to form tunnel in marine be docked and connected, and is then discharged out in tunnel empty
Gas, forms vacuum.
Further, the top and the left and right sides of described seabed tunnel body are without earthing, and bottom contacts setting with sea bed.
After said structure, the utility model has the beneficial effect that：A kind of band sightseeing function described in the utility model
Seabed vacuum tunnel, its constructing tunnel difficulty is small, technique is simple, speed of application is fast, cost is low, and practicality is stronger, and this practicality is new
Type has simple in construction, and it is reasonable to set, the advantages of low manufacture cost.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 be in Fig. 1 A-A to sectional view.
Description of reference numerals：
Sea 1, seabed 2, seabed tunnel upper transparent structure 3, seabed tunnel lower concrete structure 4, seabed tunnel connect
Head arched concrete structure 5, foundation pile 6, supporting plate 7.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Referring to as depicted in figs. 1 and 2, the technical scheme that present embodiment is used is：It includes seabed tunnel body,
Seabed tunnel body is arranged on the lower section of sea 1；Seabed tunnel body is made up of several tunnel segments, and described tunnel segment is by sea
Bottom tunnel upper transparent structure 3, seabed tunnel lower concrete structure 4, seabed tunnel joint arched concrete structure 5, basis
Stake 6, supporting plate 7 are constituted；The top of seabed tunnel lower concrete structure 4 is provided with seabed tunnel upper transparent structure 3, per adjacent
Connected between two tunnel segments by seabed tunnel joint arched concrete structure 5, seabed tunnel joint arched concrete knot
The lower edge of structure 5 is connected with the top edge of seabed tunnel lower concrete structure 4；Described supporting plate 7 is arranged on adjacent tunnel point
The junction of section, and the bottom of supporting plate 7 is provided with several foundation piles 6；Described seabed tunnel body is shape of a hoof seabed tunnel sheet
Body；Described seabed tunnel lower concrete structure 4 is groove-shaped steel reinforcement concrete structure；Described seabed tunnel upper transparent knot
Structure 3 is circular arc high-strength transparence glass；Described seabed tunnel body is vacuum seabed tunnel body.
Further, the bottom of described seabed tunnel lower concrete structure 4 is arranged on the bottom in seabed 2, its top
Reveal the top for being located at seabed 2 in two ends.
Further, the sectional area of described seabed tunnel body is between 12 ㎡ to 40 ㎡, and prefabricated difficulty is small, prefabricated speed
Degree is fast.
Further, several described tunnel segments to form tunnel in marine be docked and connected, and is then discharged out in tunnel empty
Gas, forms vacuum.
Further, the top and the left and right sides of described seabed tunnel body are without earthing, and bottom contacts setting with sea bed.
The construction method of present embodiment is as follows：
1st, the seabed tunnel plane with sightseeing function, 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 some sections, prefabricated bottom is groove-shaped steel reinforcement by land
The seabed tunnel lower concrete structure 4 of concrete, it is the seabed tunnel top that circular arc high strength glass is made to install top
Transparent configuration 3, every section of tunnel joint is seabed tunnel joint arched concrete structure 5；
3rd, every section of seabed tunnel joint arched concrete structure 5 nearby sets foundation pile 6 and supporting plate 7, the top surface absolute altitude of supporting plate 7
It is identical with the elevation of bottom of seabed tunnel structure base slab 4；
4th, can prefabricated tunnel structure, and pre- on the outside of tunnel concrete structure simultaneously during construction pile foundation 6 and supporting plate 7
Stay lifting components；
5th, after the completion of every section of tunnel is prefabricated, it is lifted to docking in water, connection forms the seabed tunnel with sightseeing function；
6th, when tunnel is runed, air in tunnel is taken away, vacuum is formed.Passenger can take closed and with sightseeing window
Superexpress train appreciates seabed landscape.
After said structure, present embodiment has the beneficial effect that：A kind of band described in present embodiment is seen
The seabed vacuum tunnel of light function, its constructing tunnel difficulty is small, technique is simple, speed of application is fast, cost is low, and practicality is stronger,
The utility model has simple in construction, and it is reasonable to set, the advantages of low manufacture cost.
It is described above, only to illustrate the technical solution of the utility model and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent substitution that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, all should cover among right of the present utility model.
Claims (4)
1. a kind of seabed vacuum tunnel of band sightseeing function, it is characterised in that：It includes seabed tunnel body, seabed tunnel body
It is arranged on below sea；Seabed tunnel body is made up of several tunnel segments, and described tunnel segment is saturating by seabed tunnel top
Bright structure, seabed tunnel lower concrete structure, seabed tunnel joint arched concrete structure, foundation pile, supporting plate are constituted；Seabed
The top of tunnel bottom concrete structure, which is provided between seabed tunnel upper transparent structure, every two adjacent tunnel segments, to be passed through
Seabed tunnel joint arched concrete structure is connected, lower edge and the seabed tunnel bottom of seabed tunnel joint arched concrete structure
The top edge connection of portion's concrete structure；Described supporting plate is arranged on the junction of adjacent tunnel segmentation, and the bottom of supporting plate is set
There are several foundation piles；Described seabed tunnel body is shape of a hoof seabed tunnel body；Described seabed tunnel lower concrete
Structure is groove-shaped steel reinforcement concrete structure；Described seabed tunnel upper transparent structure is circular arc high-strength transparence glass；Institute
The seabed tunnel body stated is vacuum seabed tunnel body.
2. a kind of seabed vacuum tunnel of band sightseeing function according to claim 1, it is characterised in that：Described seabed tunnel
The bottom of road lower concrete structure is arranged on the bottom in seabed, and its both upper ends thereof reveals the top for being located at seabed.
3. a kind of seabed vacuum tunnel of band sightseeing function according to claim 1, it is characterised in that：Described seabed tunnel
The sectional area of road body is between 12 ㎡ to 40 ㎡.
4. a kind of seabed vacuum tunnel of band sightseeing function according to claim 1, it is characterised in that：Described seabed tunnel
The top and the left and right sides of road body contact setting with sea bed without earthing, bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720025563.5U CN206581303U (en) | 2017-01-11 | 2017-01-11 | A kind of seabed vacuum tunnel of band sightseeing function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720025563.5U CN206581303U (en) | 2017-01-11 | 2017-01-11 | A kind of seabed vacuum tunnel of band sightseeing function |
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| Publication Number | Publication Date |
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| CN206581303U true CN206581303U (en) | 2017-10-24 |
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| CN201720025563.5U Active CN206581303U (en) | 2017-01-11 | 2017-01-11 | A kind of seabed vacuum tunnel of band sightseeing function |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759494A (en) * | 2017-01-11 | 2017-05-31 | 中铁隧道勘测设计院有限公司 | A kind of seabed vacuum tunnel with sightseeing function |
| CN108343088A (en) * | 2018-05-16 | 2018-07-31 | 上海市城市建设设计研究总院（集团）有限公司 | Without earthing along river open trench tunnel structure |
| CN108594783A (en) * | 2018-07-03 | 2018-09-28 | 成都博士信智能科技发展有限公司 | Aeroamphibious tubular type system and aeroamphibious experiencing system |
-
2017
- 2017-01-11 CN CN201720025563.5U patent/CN206581303U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759494A (en) * | 2017-01-11 | 2017-05-31 | 中铁隧道勘测设计院有限公司 | A kind of seabed vacuum tunnel with sightseeing function |
| CN108343088A (en) * | 2018-05-16 | 2018-07-31 | 上海市城市建设设计研究总院（集团）有限公司 | Without earthing along river open trench tunnel structure |
| CN108343088B (en) * | 2018-05-16 | 2023-07-04 | 上海市城市建设设计研究总院（集团）有限公司 | Non-earthing open cut tunnel structure along river |
| CN108594783A (en) * | 2018-07-03 | 2018-09-28 | 成都博士信智能科技发展有限公司 | Aeroamphibious tubular type system and aeroamphibious experiencing system |
| CN108594783B (en) * | 2018-07-03 | 2024-08-20 | 成都博士信智能科技发展有限公司 | Air-water pipe system and air-water experience system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180625 Address after: 300000 room 2-3116, 88 Ring Road South, Tianjin Airport Economic Zone Patentee after: CHINA RAILWAY LIUYUAN GROUP CO., LTD. Address before: 300000 Hebei Avenue, new Hongqiao, Hongqiao District, Tianjin City, No. 1 Patentee before: Zhongtie Tunnel Survey and Design Inst., Ltd. |