CN100436717C - Float bridge of highway across sea - Google Patents

Float bridge of highway across sea Download PDF

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Publication number
CN100436717C
CN100436717C CNB2004100306263A CN200410030626A CN100436717C CN 100436717 C CN100436717 C CN 100436717C CN B2004100306263 A CNB2004100306263 A CN B2004100306263A CN 200410030626 A CN200410030626 A CN 200410030626A CN 100436717 C CN100436717 C CN 100436717C
Authority
CN
China
Prior art keywords
bridge
sea
abutment
highway
power generation
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.)
Expired - Fee Related
Application number
CNB2004100306263A
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Chinese (zh)
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CN1563587A (en
Inventor
陈付岭
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNB2004100306263A priority Critical patent/CN100436717C/en
Publication of CN1563587A publication Critical patent/CN1563587A/en
Application granted granted Critical
Publication of CN100436717C publication Critical patent/CN100436717C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/30Wind power
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/30Energy from the sea, e.g. using wave energy or salinity gradient
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction

Landscapes

  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

The present invention relates to a sea-crossing highway float bridge which comprises a bridge foundation, a bridge deck, an electric generator, weights, drainage holes, a wind power electricity generator, a support bar, steel cables, fixed posts, sea-wave electricity generators and a supporter, wherein the support bar is arranged in the middle of the bridge deck; the wind power electricity generator is arranged on the support rod; the supporter is arranged on the lower side of the bridge foundation; both ends of the bridge foundation are provided with the weights which are fixed to the fixed posts by the steel cable. The bridge foundation is the concave bridge foundation which is formed from a high wave resistant wall of which both ends are raised and the bridge deck of which the middle is horizontal. Both sides of the bridge deck are slantways provided with the drainage holes so as to be convenient for discharging gathered water on the road surfaces in time and prevent the sea water corrading the bridge deck. Both sides of the float bridge are provided with the sea-wave electricity generators which are connected with the bridge foundation, and the other end of the float bridge is connected with the lower parts of the steel cables. Safety nets are arranged between the bridge foundation and the sea-wave electricity generators.

Description

Highway pontoon bridge across the sea
Technical field:
The present invention relates to a kind ofly be specifically related to a kind of Highway pontoon bridge across the sea, belong to International Classification of Patents E01D15/14 " pontoon bridge " technical field not with the marine pontoon bridge of sea sloshing.
Background technology:
Common pontoon bridge generally just uses on the water surface in right up and down river, lake, and sets up pontoon bridge at the sea that waves whipped up by the wind rolled turbulently, to the design of pontoon bridge itself, and all is a new test and problem to the erection technique aspect of pontoon bridge.Therefore, do not see as yet in the prior art.
Summary of the invention:
Purpose of the present invention is to overcome the deficiencies in the prior art, and provide a kind of design stability rationally, not with the Highway pontoon bridge across the sea of sea sloshing.
The objective of the invention is to be achieved through the following technical solutions.
A kind of Highway pontoon bridge across the sea, it is made up of abutment, bridge floor, generator, weight, drain hole, wind power generation plant, pole, wire rope, spud pile, Wave power generation device, supporter; Pole is arranged in that the central authorities of bridge floor are upright, be provided with wind power generation plant on pole, be provided with supporter below abutment, be provided with weight at the two ends of abutment, be connected on the spud pile by wire rope, the wheel shaft that weight drives generator rotates.
Described abutment is to be the matrix abutment that the high wave wall that rises and the middle bridge floor that is level form by two ends.
Both sides at bridge floor tilt to be provided with drain hole.
Be provided with Wave power generation device in the pontoon bridge both sides and be connected with abutment, its other end is connected to the bottom of wire rope.
Between abutment and Wave power generation device, be provided with safety net.
The integral body of abutment is to be made by foamed material, and its all banding is with impermeable material.
The invention provides a kind of novel pontoon bridge, it can guarantee that under the situation of automobile normal running various ships are current smoothly, and whole pontic is stable, can not overturned by stormy waves.Strengthened the safety of pontoon bridge.The design of matrix abutment, high two ends of rising are wave wall, can prevent that wave from rushing to bridge floor, protect it not to be subjected to the corrosion of seawater.The integral body of abutment is to be made by foamed material, the one, and light easy to assemble, the 2nd, once water inlet, pontoon bridge still can float across the sea.
Description of drawings:
Fig. 1 is the structural representation of the utility model Highway pontoon bridge across the sea.
Among the figure: 1, abutment, 2, bridge floor, 3, generator, 4, weight, 5, drain hole, 6, wind power generation plant, 7, pole, 8, wire rope, 9, spud pile, 10, Wave power generation device, 11, supporter, 12, safety net.
The specific embodiment:
A kind of Highway pontoon bridge across the sea, it is made up of abutment 1, bridge floor 2, generator 3, weight 4, drain hole 5, wind power generation plant 6, pole 7, wire rope 8, spud pile 9, Wave power generation device 10, supporter 11; Pole 7 is arranged in that the central authorities of bridge floor 2 are upright, on pole 7, be provided with wind power generation plant 6, below abutment 1, be provided with supporter 11, be provided with weight 4, be connected on the spud pile 9 by wire rope 8 at the two ends of abutment 1.Abutment 1 is to be the matrix abutment that the high wave wall that rises and the middle bridge floor 2 that is level form by two ends.The both sides of bridge floor 2 tilt to be provided with drain hole 5 so that in time discharge surface gathered water, prevent the erosion of seawater to bridge floor.The pontoon bridge both sides are provided with Wave power generation device 10 and are connected with abutment 1, and its other end is connected to the bottom of wire rope 8.Be provided with safety net 12 between abutment 1 and the Wave power generation device 10.The integral body of abutment 1 is to be made by foamed material, and its all banding is with impermeable material.
Generator 3 can be designed to tital generator, drives generator for electricity generation by rising and falling of morning and evening tides.When at the incoming tide, weight 4 rises, and the wheel shaft that drives generator 3 rotates and generates electricity, and when at ebb tide, weight 4 descends, and the wheel shaft that drives generator 3 rotates round about and generates electricity.It is a kind of mode of utilizing of new eco-friendly power source.
Weight 4 can increase the weight of pontic, strengthens safety.The design of drain hole 5 is completely discharged bridge floor with seawater rainwater etc.Wind power generation plant 6 can generate electricity according to factor mutual alternative such as weathers with Wave power generation device 10.Pole 7 is propped wind power generation plant.The upper end of pole 7 is connected to Wave power generation device 10 by wire rope.The wire rope 8 of lower end connects spud pile 9 can prevent that abutment from shifting.

Claims (5)

1, a kind of Highway pontoon bridge across the sea is characterized in that: it is made up of abutment (1), bridge floor (2), generator (3), weight (4), drain hole (5), wind power generation plant (6), pole (7), wire rope (8), spud pile (9), Wave power generation device (10), supporter (11); Pole (7) arranged in that the central authorities of bridge floor (2) are upright, on pole (7), be provided with wind power generation plant (6), be provided with supporter (11) in the below of abutment (1), be provided with weight (4) at the two ends of abutment (1), be connected on the spud pile (9) by wire rope (8), the wheel shaft that weight (4) drives generator (3) rotates;
Be provided with Wave power generation device (10) in the pontoon bridge both sides and be connected with abutment (1), its other end is connected to the bottom of wire rope (8).
2, Highway pontoon bridge across the sea according to claim 1 is characterized in that: described abutment (1) is to be the matrix abutment that the high wave wall that rises and the middle bridge floor (2) that is level form by two ends.
3, Highway pontoon bridge across the sea according to claim 1 is characterized in that: the both sides at bridge floor (2) tilt to be provided with drain hole (5).
4, Highway pontoon bridge across the sea according to claim 1 is characterized in that: be provided with safety net (12) between abutment (1) and Wave power generation device (10).
5, Highway pontoon bridge across the sea according to claim 1 is characterized in that: the integral body of abutment (1) is to be made by foamed material, and its all banding is with impermeable material.
CNB2004100306263A 2004-04-01 2004-04-01 Float bridge of highway across sea Expired - Fee Related CN100436717C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2004100306263A CN100436717C (en) 2004-04-01 2004-04-01 Float bridge of highway across sea

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2004100306263A CN100436717C (en) 2004-04-01 2004-04-01 Float bridge of highway across sea

Publications (2)

Publication Number Publication Date
CN1563587A CN1563587A (en) 2005-01-12
CN100436717C true CN100436717C (en) 2008-11-26

Family

ID=34481119

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2004100306263A Expired - Fee Related CN100436717C (en) 2004-04-01 2004-04-01 Float bridge of highway across sea

Country Status (1)

Country Link
CN (1) CN100436717C (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507131B (en) * 2015-12-01 2017-03-29 北京理工大学 A kind of pontoon bridge of hybrid power mode
CN108301312B (en) * 2018-01-08 2019-12-10 中国船舶工业集团公司第七0八研究所 Marine highway navigation system for cross-sea traffic
CN108468267B (en) * 2018-04-26 2023-11-03 方明俊 Floating pier sea-crossing bridge
CN109505227B (en) * 2018-10-25 2020-05-26 象山商博电子商务有限公司 Marine floating highway
NO20200640A1 (en) * 2020-05-29 2021-11-30 7Waves As Energy bridge
CN113622287B (en) * 2021-08-30 2022-07-12 西安交通大学 Bridge suspension type turbine hydroelectric generation basic station

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07215277A (en) * 1994-01-31 1995-08-15 Sanki Kogyo Kk Supporting device and connecting device of floating body
CN2709507Y (en) * 2004-04-01 2005-07-13 陈付岭 Sea-crossing highway floot bridge

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07215277A (en) * 1994-01-31 1995-08-15 Sanki Kogyo Kk Supporting device and connecting device of floating body
CN2709507Y (en) * 2004-04-01 2005-07-13 陈付岭 Sea-crossing highway floot bridge

Also Published As

Publication number Publication date
CN1563587A (en) 2005-01-12

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Erchu Co., Ltd. of China Railway Tunnel Group

Assignor: Chen Fuling

Contract fulfillment period: 2009.5.8 to 2014.5.7 contract change

Contract record no.: 2009990000521

Denomination of invention: Float bridge of highway across sea

Granted publication date: 20081126

License type: Exclusive license

Record date: 2009.5.18

LIC Patent licence contract for exploitation submitted for record

Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.5.8 TO 2014.5.7; CHANGE OF CONTRACT

Name of requester: CHINA RAILWAY TUNNEL GROUP SECOND DIVISION

Effective date: 20090518

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081126

Termination date: 20140401