JPH11172620A - Floating body bridge - Google Patents

Floating body bridge

Info

Publication number
JPH11172620A
JPH11172620A JP34643497A JP34643497A JPH11172620A JP H11172620 A JPH11172620 A JP H11172620A JP 34643497 A JP34643497 A JP 34643497A JP 34643497 A JP34643497 A JP 34643497A JP H11172620 A JPH11172620 A JP H11172620A
Authority
JP
Japan
Prior art keywords
bridge
floating body
floating
quay
water supply
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.)
Withdrawn
Application number
JP34643497A
Other languages
Japanese (ja)
Inventor
Hisayuki Egashira
久幸 江頭
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP34643497A priority Critical patent/JPH11172620A/en
Publication of JPH11172620A publication Critical patent/JPH11172620A/en
Withdrawn legal-status Critical Current

Links

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a floating body bridge capable of holding a bridge in a fixed position irrespective of an up-and down motion on the surface of the water. SOLUTION: For the motion of the sea level 1 with rise and fall of the tide, when the sea level 1 rises by rise of the tide, a water supply pump 10 is driven to supply sea water inside a floating body 2 through a water supply pipe 7, and the floating body 2 is settled. When the sea level 1 falls by fall of the tide, a drain pump 12 is driven to discharge sea water 21 in the floating body 2 to the outside of the floating body 2 through a drainage pipe 8 to float the floating body 2, and a vertical distance of a bridge 4 to a quaywall 6 is maintained in constant.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、自動水位調整機能
を有する浮体橋に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating bridge having an automatic water level adjusting function.

【0002】[0002]

【従来の技術】従来、海上などに架かる橋として、海面
に浮ぶ、いわゆる浮きタンクに立設した橋脚上に橋桁を
載置した浮体橋が知られている。図2は、このような浮
体橋の一例を示すもので、海面1に浮かべた複数の浮体
2上に、それぞれ橋脚3を直立して設け、これら橋脚3
上に橋梁部4を設置するとともに、この橋梁部4の両端
をランプウェイ5により岸壁6に接続した構成をなし、
潮の満ち引きによる海面1の上下の動きに対し、浮体橋
全体を上下動するようにしている。
2. Description of the Related Art Conventionally, a floating bridge in which a bridge girder is mounted on a pier standing on a so-called floating tank floating on the sea surface as a bridge over the sea or the like is known. FIG. 2 shows an example of such a floating bridge, in which piers 3 are respectively provided upright on a plurality of floating bodies 2 floating on the sea surface 1.
A bridge section 4 is installed on the top, and both ends of the bridge section 4 are connected to a quay 6 by a ramp way 5,
In response to the vertical movement of the sea surface 1 due to the ebb and flow of the tide, the entire floating bridge is moved up and down.

【0003】[0003]

【発明が解決しようとする課題】ところが、このように
構成した浮体橋によると、例えば、海の潮の満ち引きが
大きく、これにともなう海面1の上下動により橋梁部4
の上下動が大きくなると、橋梁部4の両端と岸壁6を接
続するランプウェイ5の傾斜が大きくなり、岸壁6と橋
梁部4との間の交通ができなくなるという問題があっ
た。本発明は、上記事情に鑑みてなされたもので、水面
の上下動にも橋梁を一定の高さに保持できる浮体橋を提
供することを目的とする。
However, according to the floating bridge constructed as described above, for example, the tide of the sea rises and falls, and the bridge 4
When the vertical movement of the bridge 4 becomes large, the slope of the ramp way 5 connecting both ends of the bridge 4 and the quay 6 becomes large, and there is a problem that traffic between the quay 6 and the bridge 4 becomes impossible. The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a floating bridge that can maintain a bridge at a constant height even when the water surface moves up and down.

【0004】[0004]

【課題を解決するための手段】請求項1記載の発明は、
水面に浮ぶ中空の浮体に立設した橋脚上に橋梁を載置す
るとともに、前記橋梁の端部を岸壁に対し所定の間隔を
もって配置した浮体橋において、前記浮体内部への液体
の給排を行う給排手段と、前記岸壁に対する前記橋梁の
上下方向の距離を測定する測距検出手段と、この測距検
出手段の測定結果に応じて前記岸壁に対する前記橋梁の
上下方向の距離が一定になるように前記給排手段による
前記浮体内部への液体の給排を制御する制御手段とによ
り構成している。
According to the first aspect of the present invention,
A bridge is placed on a pier standing on a hollow floating body floating on the water surface, and liquid is supplied to and discharged from the floating body in a floating bridge in which the ends of the bridge are arranged at a predetermined distance from the quay wall. Supply / discharge means, distance measuring means for measuring the vertical distance of the bridge with respect to the quay, and vertical distance of the bridge with respect to the quay according to the measurement result of the distance measuring means. And control means for controlling the supply and discharge of the liquid into and from the floating body by the supply and discharge means.

【0005】[0005]

【発明の実施の形態】以下、本発明の一実施の形態を図
面に従い説明する。図1は、本発明の一実施の形態が適
用される浮体橋の概略構成を示すもので、上述した図2
と同一部分には、同符号を付している。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows a schematic configuration of a floating bridge to which an embodiment of the present invention is applied.
The same reference numerals are given to the same parts.

【0006】この場合、海面1に浮かべた浮体2は、中
空状タンクからなっている。そして、この浮体2には、
給水用パイプ7および排水用パイプ8を設けている。給
水用パイプ7は、浮体2内部と海面1下の海中とを連結
するもので、その途中に給水用電動バルブ9および給水
用ポンプ10を配置し、後述する制御装置15の給水指
令により給水用電動バルブ9を開くとともに、給水用ポ
ンプ10を駆動することで、給水用パイプ7を介して海
水を浮体2内部に供給し、浮体2を沈降させるようにな
っている。
In this case, the floating body 2 floating on the sea surface 1 is formed of a hollow tank. And this floating body 2
A water supply pipe 7 and a drainage pipe 8 are provided. The water supply pipe 7 connects the inside of the floating body 2 and the sea under the sea surface 1, and is provided with a water supply electric valve 9 and a water supply pump 10 in the middle of the water supply pipe 7. By opening the electric valve 9 and driving the water supply pump 10, seawater is supplied into the floating body 2 via the water supply pipe 7, and the floating body 2 is settled.

【0007】また、排水用パイプ8は、浮体2内部の海
水21中と海面1上とを連結するもので、その途中に排
水用電動バルブ11および排水用ポンプ12を配置し、
後述する制御装置15の排水指令により排水用電動バル
ブ11を開くとともに、排水用ポンプ12を駆動するこ
とで、排水用パイプ8を介して浮体2内部の海水21を
浮体2外部に排出し、浮体2を浮上させるようになって
いる。
[0007] The drainage pipe 8 connects the seawater 21 inside the floating body 2 and the surface of the sea 1, and a drainage electric valve 11 and a drainage pump 12 are arranged in the middle thereof.
By opening the electric drain valve 11 and driving the drain pump 12 in response to a drain command from the control device 15 described later, the seawater 21 inside the floating body 2 is discharged to the outside of the floating body 2 through the drain pipe 8 by the drain pipe 8. 2 is raised.

【0008】一方、橋梁部4の一方端に、測距センサと
して超音波センサ13を設け、この超音波センサ13に
対向させて岸壁6側に反射板14を配置している。この
超音波センサ13は、岸壁6側の反射板14に対して超
音波を送信するとともに、反射板14から反射された超
音波を受信し、超音波センサ13と反射板14との間の
距離、つまり、岸壁6に対する橋梁4の上下方向の距離
を測定するようにしている。
On the other hand, an ultrasonic sensor 13 is provided at one end of the bridge portion 4 as a distance measuring sensor, and a reflecting plate 14 is arranged on the quay 6 so as to face the ultrasonic sensor 13. The ultrasonic sensor 13 transmits an ultrasonic wave to the reflector 14 on the quay 6 side, receives an ultrasonic wave reflected from the reflector 14, and sets a distance between the ultrasonic sensor 13 and the reflector 14. That is, the vertical distance of the bridge 4 from the quay 6 is measured.

【0009】そして、超音波センサ13の測長結果を制
御装置15に入力している。この制御装置15は、浮体
2に直立して設けられた橋脚3内部に設けられるもの
で、超音波センサ13の測長結果に応じて岸壁6に対す
る橋梁4の上下方向の距離が一定になるように、つま
り、橋梁4を一定の高さに保持できるように、給水用電
動バルブ9、給水用ポンプ10、排水用電動バルブ11
および排水用ポンプ12の動作を制御するようにしてい
る。
[0009] The length measurement result of the ultrasonic sensor 13 is input to the control device 15. The control device 15 is provided inside the pier 3 provided upright on the floating body 2 so that the vertical distance of the bridge 4 to the quay 6 becomes constant according to the length measurement result of the ultrasonic sensor 13. In other words, the water supply electric valve 9, the water supply pump 10, and the drainage electric valve 11
In addition, the operation of the drainage pump 12 is controlled.

【0010】なお、図面中16は、ランプウェイ5を橋
梁部4端に回動自在に指示するヒンジ、17は、浮体2
内部の空気を給排気するための空気抜きである。次に、
このように構成した実施の形態の動作を説明する。
In the drawings, reference numeral 16 denotes a hinge for rotatably instructing the rampway 5 to the end of the bridge portion 4, and 17 denotes a floating body 2.
This is an air vent to supply and exhaust air inside. next,
The operation of the embodiment configured as described above will be described.

【0011】この場合、常時、超音波センサ13によ
り、岸壁6に対する橋梁4の上下方向の距離が測定され
ている。この状態で、いま、海面1が満ち潮により上昇
したような場合、超音波センサ13により、岸壁6に対
する橋梁4の上下方向の距離が大きくなるのが検出され
ると、制御装置15より給水指令が出され、給水用電動
バルブ9が開かれるとともに、給水用ポンプ10が駆動
され、給水用パイプ7を介して海水が浮体2内部に供給
される。これにより、浮体2は満ち潮により海面1が上
昇した分だけ、沈降され、岸壁6に対する橋梁4の上下
方向の距離は一定に維持される。
In this case, the ultrasonic sensor 13 constantly measures the vertical distance of the bridge 4 from the quay 6. In this state, if the sea surface 1 is now rising due to the rising tide and the ultrasonic sensor 13 detects that the vertical distance of the bridge 4 with respect to the quay 6 has increased, a water supply command is issued from the control device 15. The water supply electric valve 9 is opened, the water supply pump 10 is driven, and seawater is supplied into the floating body 2 via the water supply pipe 7. As a result, the floating body 2 sinks as much as the sea level 1 rises due to the rising tide, and the vertical distance of the bridge 4 from the quay 6 is maintained constant.

【0012】また、引き潮により下がったような場合、
超音波センサ13により、岸壁6に対する橋梁4の上下
方向の距離が小さくなるのが検出されると、制御装置1
5より給水指令が出され、排水用電動バルブ11が開か
れるとともに、排水用ポンプ12が駆動され、排水用パ
イプ8を介して浮体2内部の海水21が浮体2外部に排
出される。これにより、浮体2は、引き潮により海面1
が下がった分、浮上され、岸壁6に対する橋梁4の上下
方向の距離は一定に維持される。
[0012] In addition, when it is lowered by ebb,
When the ultrasonic sensor 13 detects that the vertical distance of the bridge 4 from the quay 6 is small, the control device 1
5, a water supply command is issued, the drainage electric valve 11 is opened, the drainage pump 12 is driven, and the seawater 21 inside the floating body 2 is discharged to the outside of the floating body 2 via the drainage pipe 8. As a result, the floating body 2 is placed on the sea surface 1 due to ebb tide.
Is lowered, and the vertical distance of the bridge 4 to the quay 6 is kept constant.

【0013】従って、このようにすれば、仮に、潮の満
ち引きが大きく、これにともない海面1の動きにより橋
梁部4の上下動が大きくなっても、満ち潮により海面1
が上昇すると、浮体2を沈降させ、引き潮により海面1
が下がると、浮体2を浮上させることで、岸壁6に対す
る橋梁4の上下方向の距離を一定に維持し、橋梁4を一
定の高さに保持することができるので、橋梁部4の両端
と岸壁6を接続するランプウェイ5の傾斜状態を常に一
定に保つことができるようになり、これにより、岸壁6
と橋梁部4との間の交通に支障をきたすことなく、安全
な通行を確保することができる。
Accordingly, even if the tide rises and falls and the vertical movement of the bridge part 4 becomes large due to the movement of the sea surface 1 in this manner, the sea surface 1
Rises, the floating body 2 sinks, and the sea surface 1
Is lowered, the floating body 2 is raised, so that the vertical distance of the bridge 4 with respect to the quay 6 can be maintained constant, and the bridge 4 can be maintained at a constant height. 6 can be kept constant at all times, which allows the quay 6
Safe traffic can be ensured without hindering traffic between the vehicle and the bridge 4.

【0014】なお、上述した実施の形態では、橋梁部4
と岸壁6との間の距離に応じて中空状タンクからなる浮
体2内部への海水の給排を制御するようにしたが、海水
と別の液体を用意し、潮の満ち引きにともなう海面の上
下動に応じて、浮体2に対する液体の給排を制御するよ
うにしてもよい。この場合、液体を給排するための設備
が必要となることは勿論である。
In the above embodiment, the bridge 4
The supply and discharge of seawater to the inside of the floating body 2 consisting of a hollow tank is controlled in accordance with the distance between the seawater and the quay 6. The supply and discharge of the liquid to and from the floating body 2 may be controlled according to the vertical movement. In this case, it goes without saying that equipment for supplying and discharging the liquid is required.

【0015】[0015]

【発明の効果】以上述べたように、本発明によれば、潮
の満ち引きに応じて海面が上下動しても、岸壁に対する
橋梁の上下方向の距離を一定に維持することができるの
で、岸壁と橋梁部との間の交通に支障をきたすことな
く、安全な通行を確保することができる。
As described above, according to the present invention, the vertical distance of the bridge from the quay can be kept constant even if the sea surface moves up and down in response to the tide. Safe traffic can be ensured without hindering traffic between the quay and the bridge.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施の形態の概略構成を示す図。FIG. 1 is a diagram showing a schematic configuration of an embodiment of the present invention.

【図2】従来の浮体橋の概略構成を示す図。FIG. 2 is a diagram showing a schematic configuration of a conventional floating bridge.

【符号の説明】[Explanation of symbols]

1…海面、 2…浮体、 21…海水、 3…橋脚、 4…橋梁部、 5…ランプウェイ、 6…岸壁、 7…給水用パイプ、 8…排水用パイプ、 9…給水用電動バルブ、 10…給水用ポンプ、 11…排水用電動バルブ、 12…排水用ポンプ、 13…超音波センサ、 14…反射板、 15…制御装置、 16…ヒンジ、 17…空気抜き。 DESCRIPTION OF SYMBOLS 1 ... Sea surface, 2 ... Floating body, 21 ... Seawater, 3 ... Bridge pier, 4 ... Bridge part, 5 ... Rampway, 6 ... Wharf, 7 ... Water supply pipe, 8 ... Drainage pipe, 9 ... Electric water supply valve, 10 ... water supply pump, 11 ... electric drainage valve, 12 ... drainage pump, 13 ... ultrasonic sensor, 14 ... reflector, 15 ... control device, 16 ... hinge, 17 ... air release.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水面に浮ぶ中空の浮体に立設した橋脚上
に橋梁を載置するとともに、前記橋梁の端部を岸壁に対
し所定の間隔をもって配置した浮体橋において、 前記浮体内部への液体の給排を行う給排手段と、 前記岸壁に対する前記橋梁の上下方向の距離を測定する
測距検出手段と、 この測距検出手段の測定結果に応じて前記岸壁に対する
前記橋梁の上下方向の距離が一定になるように前記給排
手段による前記浮体内部への液体の給排を制御する制御
手段とを具備したことを特徴とする浮体橋。
1. A floating bridge in which a bridge is mounted on a pier standing upright on a hollow floating body floating on the water surface and an end of the bridge is arranged at a predetermined distance from a quay, wherein a liquid flowing into the floating body is provided. Supply / discharge means for supplying / discharging air; distance measuring means for measuring a vertical distance of the bridge with respect to the quay; vertical distance of the bridge with respect to the quay according to the measurement result of the distance measuring means Control means for controlling the supply and discharge of the liquid into and from the floating body by the supply / discharge means so as to maintain a constant value.
JP34643497A 1997-12-16 1997-12-16 Floating body bridge Withdrawn JPH11172620A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34643497A JPH11172620A (en) 1997-12-16 1997-12-16 Floating body bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34643497A JPH11172620A (en) 1997-12-16 1997-12-16 Floating body bridge

Publications (1)

Publication Number Publication Date
JPH11172620A true JPH11172620A (en) 1999-06-29

Family

ID=18383403

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34643497A Withdrawn JPH11172620A (en) 1997-12-16 1997-12-16 Floating body bridge

Country Status (1)

Country Link
JP (1) JPH11172620A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6857155B2 (en) 2003-01-09 2005-02-22 Yorigami Kensetsu Kabushiki Kaisha Automatic level-control floating apparatus
CN108468267A (en) * 2018-04-26 2018-08-31 方明俊 A kind of floating pier bridge spanning the sea

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6857155B2 (en) 2003-01-09 2005-02-22 Yorigami Kensetsu Kabushiki Kaisha Automatic level-control floating apparatus
CN108468267A (en) * 2018-04-26 2018-08-31 方明俊 A kind of floating pier bridge spanning the sea
CN108468267B (en) * 2018-04-26 2023-11-03 方明俊 Floating pier sea-crossing bridge

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Effective date: 20050301