JP2507519Y2 - River crossing bridge lifting and parapet notch opening and closing device - Google Patents

River crossing bridge lifting and parapet notch opening and closing device

Info

Publication number
JP2507519Y2
JP2507519Y2 JP7369593U JP7369593U JP2507519Y2 JP 2507519 Y2 JP2507519 Y2 JP 2507519Y2 JP 7369593 U JP7369593 U JP 7369593U JP 7369593 U JP7369593 U JP 7369593U JP 2507519 Y2 JP2507519 Y2 JP 2507519Y2
Authority
JP
Japan
Prior art keywords
bridge
parapet
river
notch
closing device
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 - Lifetime
Application number
JP7369593U
Other languages
Japanese (ja)
Other versions
JPH0738209U (en
Inventor
康雄 鈴木
Original Assignee
日本自動機工株式会社
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 日本自動機工株式会社 filed Critical 日本自動機工株式会社
Priority to JP7369593U priority Critical patent/JP2507519Y2/en
Publication of JPH0738209U publication Critical patent/JPH0738209U/en
Application granted granted Critical
Publication of JP2507519Y2 publication Critical patent/JP2507519Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案は、パラペットを構築し
た河川における増水時に、この河川に設置されている橋
を上昇せしめたときに、パラペットに形成されている通
路用の切欠部を同時に閉塞し、また前記橋を下降させた
ときには前記切欠部を開くことができるようにした河川
横断橋昇降兼パラペット切欠部開閉装置に関するもので
ある。
[Industrial application] This invention is designed to simultaneously close a notch for a passage formed in a parapet when a bridge installed in this river is raised when the water flow increases in the river where the parapet is constructed. The present invention also relates to a parapet notch opening / closing device for lifting and lowering a river crossing bridge, wherein the notch can be opened when the bridge is lowered.

【0002】[0002]

【従来の技術】河床の比較的浅い河川においては増水時
に備えて河川の両側に、高さ約1m程度のパラペット
(コンクリート製擁壁)が構築されている。そしてこの
ようにパラペットを構築した河川に架橋する場合、パラ
ペットの存在によって路面よりも高い位置になるため、
架橋する位置のパラペットの一部に切欠部を形成し、こ
こに路面と面一の橋を架けることが行われているのであ
る。これを換言すると、橋を架けるべき部分を除いてパ
ラペットを構築するのであった。
2. Description of the Related Art Parapets (concrete retaining walls) having a height of about 1 m are constructed on both sides of a river in a river having a relatively shallow river bed in preparation for flooding. And when bridging to the river where the parapet is constructed in this way, it will be higher than the road surface due to the presence of the parapet,
It is practiced to form a notch in a part of the parapet at the position where the bridge is to be bridged and to build a bridge flush with the road here. In other words, the parapet was constructed excluding the part to be bridged.

【0003】そしてきわめて旧くは、前記橋は路面と同
一の高さに固定的に設置されていた。そのため台風等に
よる増水があると、前記橋は冠水したり、前記切欠部か
ら路面等河川外部に溢水することになるとともに、河川
を流れる流水の水圧又は流木等流れてくる種々の物体に
より前記橋に損傷が生じること等もあり、好ましからざ
る結果を招来していたのである。
In the very old days, the bridge was fixedly installed at the same height as the road surface. Therefore, if there is an increase in water due to a typhoon, etc., the bridge will be flooded or flooded from the cutout to the outside of the river such as the road surface, and the pressure of running water flowing through the river or various objects flowing such as driftwood will cause the bridge to overflow. There was some damage to the car, which was an undesirable result.

【0004】そこでこれらの課題を部分的に解決するも
のとして、橋は固定的に設置しつつパラペットの切欠部
を開閉するための横引き止水板を、前記パラペットの内
部又は外部に平行するように配設し、この止水板によっ
て切欠部を開閉し、もって増水時にこの部分から河川外
部に溢水しないようにしたものが開発された。
In order to partially solve these problems, the bridge is fixedly installed while a horizontal water stop plate for opening and closing the notch of the parapet is arranged parallel to the inside or outside of the parapet. It has been developed that the water cutout plate is used to open and close the notch so that the water does not overflow from this part to the outside of the river when the water level increases.

【0005】また橋を任意の手段によって昇降自在に設
置するとともに、前記のような横引き式の止水板をパラ
ペットと平行するように設置し、橋を昇降せしめるとと
もに、止水板を手動又は橋の昇降手段とは異なる手段に
よって横移動させ、これによって増水時における橋の退
避及びパラペットの切欠部の閉塞を行うことができるよ
うにしたものも開発されている。
Further, the bridge is installed so that it can be moved up and down by any means, and the horizontal pull-out water stop plate is installed in parallel with the parapet to raise and lower the bridge, and the water stop plate is manually or It has been developed that the bridge is moved laterally by a means different from the lifting means so that the bridge can be retracted and the notch of the parapet can be closed when the water level increases.

【0006】[0006]

【考案が解決しようとする課題】しかし前者、すなわち
橋が昇降しないのもにあっては、パラペットの切欠部の
閉塞を実現することはできるものの、橋は固定的に設置
されているために、増水時における橋に対する損傷を招
くこと等、橋の維持管理の点で問題を有しているため、
根本的な解決には至っていなかった。
[Problems to be Solved by the Invention] However, in the former case, that is, when the bridge does not move up and down, although the notch of the parapet can be closed, since the bridge is fixedly installed, Since there are problems in the maintenance of the bridge, such as damage to the bridge during flooding,
There was no fundamental solution.

【0007】これを解決するために後者、すなわち橋を
昇降可能に設置したものが開発されたのであるが、この
ものにあっては、切欠部を開閉するための横引き式止水
板の移動と橋の上昇を同期させることが困難であり、橋
の上昇又は止水板の横移動のいずれか一方が遅くなる傾
向があったのである。またこのものにあっては、止水板
の横移動のために動力を用いたものにあっては、橋の昇
降のために用いる動力と異なるものであったため、及び
止水板は向き合う2か所の切欠部に必要とするため、結
局3種類の動力が用いられていたのであった。
In order to solve this, the latter, that is, the one in which a bridge is installed so as to be able to move up and down has been developed. In this, the movement of a horizontal pull-out water stop plate for opening and closing the cutout is developed. It was difficult to synchronize the rise of the bridge with the rise of the bridge, and there was a tendency that either the rise of the bridge or the lateral movement of the water stop plate was delayed. Also, in this one, the one that used power for lateral movement of the water stop plate was different from the power used for lifting and lowering the bridge. In the end, three types of power were used because they were needed in the cutouts.

【0008】[0008]

【課題を解決するための手段】そこでこの考案に係る河
川横断橋昇降兼パラペット切欠部開閉装置は前記の課題
を解決するために、河川両側に構築したパラペットの一
部に切欠部を形成し、この切欠部間に、油圧ジャッキ等
によって昇降自在な橋を河川横断状態に設置するととも
に、前記橋の下部に、前記切欠部を閉塞可能な止水板を
配設したものである。
Therefore, in order to solve the above-mentioned problems, the river crossing bridge lifting / parapet notch opening / closing device according to the present invention forms notches in a part of the parapets constructed on both sides of the river. A bridge that can be raised and lowered by a hydraulic jack or the like is installed across the river between the cutouts, and a water stop plate that can close the cutouts is arranged below the bridge.

【0009】[0009]

【作用】すなわち橋の昇降とともにこれに伴って止水板
も同一動力によって上下動し、切欠部の開閉を橋の昇降
と同時に行うことができるのである。
Operation: That is, as the bridge moves up and down, the water stop plate also moves up and down with the same power, and the notch can be opened and closed at the same time as the bridge is lifted.

【0010】[0010]

【実施例】次にこの考案に係る河川横断橋昇降兼パラペ
ット切欠部開閉装置の一実施例を図面に基づいて述べる
と、1は河川であり、2はこの河川1の両側に構築した
パラペットである。このパラペット2には架橋する部分
に切欠部3が形成され、この切欠部3は河川1のパラペ
ット2外の道路に連通している。
[Embodiment] Next, an embodiment of a device for lifting and lowering a river crossing bridge and a parapet notch opening / closing device according to the present invention will be described with reference to the drawings. 1 is a river, and 2 are parapets constructed on both sides of the river 1. is there. The parapet 2 is formed with a cutout 3 in a bridge portion, and the cutout 3 communicates with a road outside the parapet 2 of the river 1.

【0011】4は前記切欠部3の間に河川1を横断する
ように設置した橋であり、この橋4の四偶は、その下方
に略垂直状態に配設した油圧ジャッキ5のピストンロッ
ド6に連結してある。
Reference numeral 4 denotes a bridge installed so as to cross the river 1 between the cutouts 3. The four fours of the bridge 4 are piston rods 6 of a hydraulic jack 5 arranged below them in a substantially vertical state. Connected to.

【0012】7は前記橋4の両端下部に垂下するように
配設した止水板であり、この止水板7には水密パッキン
グ8を配設する等して形成されており、かつこの止水板
7は前記切欠部3の間口以上の面積を有し、切欠部3を
閉塞可能な大きさに形成されている。
Reference numeral 7 denotes a water stop plate arranged so as to hang down from both ends of the bridge 4, and the water stop plate 7 is formed by arranging a watertight packing 8 and the like. The water plate 7 has an area larger than the frontage of the cutout portion 3 and is formed in a size capable of closing the cutout portion 3.

【0013】しかして平時、すなわち河川が非増水時に
は油圧ジャッキ5を作動せしめて橋4を下降させ、前記
道路と同一の高さにしておく。これによってこの橋4は
通常の橋としての機能を発揮する。
However, in normal times, that is, when the river is not filled with water, the hydraulic jack 5 is operated to lower the bridge 4 and keep it at the same height as the road. This allows the bridge 4 to function as a normal bridge.

【0014】一方、河川の増水時には、前記油圧ジャッ
キ5を作動せしめて橋4を持ち上げるように上昇させ
る。このように橋4が上昇すると、この橋4の両端下方
に配設されている止水板7も伴って引き上げられること
になる。そして必要高さまで上昇した時点で上昇を停止
せしめると、その時点では前記止水板7によってパラペ
ット2に形成されている切欠部3が閉塞されることにな
るのである。したがって河川を流れる水は、切欠部3か
ら外部に溢水することがないとともに、橋4が冠水する
こともない。
On the other hand, when the river is filled with water, the hydraulic jack 5 is operated to raise the bridge 4 so as to lift it. When the bridge 4 rises in this manner, the water stop plates 7 arranged below both ends of the bridge 4 are also pulled up. Then, when the rise is stopped at the time of reaching the required height, the notch 3 formed in the parapet 2 is closed by the water stop plate 7 at that time. Therefore, the water flowing through the river will not overflow from the notch 3 to the outside, and the bridge 4 will not be flooded.

【0015】尚、増水した水は、通常数時間を経て減水
するが、この間橋4は高い位置に存在するため、この橋
4上を通行することは不可能になる。このことは従来も
同様であるところ、仮にあえて通行する必要がある場合
は、前記止水板7部分に簡易梯子又は簡易階段を着脱自
在にセットすれば、通行は可能になる。
It should be noted that the increased water usually decreases in a few hours, but since the bridge 4 is at a high position during this time, it cannot pass through the bridge 4. This is the same as in the past, however, if it is necessary to pass by, if a simple ladder or a simple stair is detachably set on the water stop plate 7, the passage becomes possible.

【0016】[0016]

【考案の効果】前記のようにこの考案に係る河川横断橋
昇降兼パラペット切欠部開閉装置によれば、河川両側に
構築したパラペットの一部に切欠部を形成し、この切欠
部間に、油圧ジャッキ等によって昇降自在な橋を河川横
断状態に設置するとともに、前記橋の下部に、前記切欠
部を閉塞可能な止水板を配設してあるので、橋の昇降と
ともにこれに伴って止水板も同一動力によって上下動
し、切欠部の開閉を橋の昇降と同時に行うことができる
という効果を有するのである。
As described above, according to the river crossing bridge lifting / parapet notch opening / closing device of the present invention, notches are formed in a part of the parapets constructed on both sides of the river, and hydraulic pressure is provided between the notches. A bridge that can be moved up and down by a jack etc. is installed across the river, and a water stop plate that can close the notch is placed at the bottom of the bridge. The plate also moves up and down with the same power, and has the effect that the notch can be opened and closed at the same time as the bridge is raised and lowered.

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

【図1】この考案に係る河川横断橋昇降兼パラペット切
欠部開閉装置の一実施例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a device for opening / closing a river crossing bridge and opening / closing a parapet notch according to the present invention.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】この考案に係る河川横断橋昇降兼パラペット切
欠部開閉装置の要部の拡大断面図である。
FIG. 3 is an enlarged cross-sectional view of a main part of a parapet notch opening / closing device for lifting and lowering a river crossing bridge according to the present invention.

【符号の説明】[Explanation of symbols]

1 河川 2 パラペット 3 切欠部 4 橋 5 油圧ジャッキ 6 ピストンロッド 7 止水板 8 水密パッキング 1 River 2 Parapet 3 Notch 4 Bridge 5 Hydraulic jack 6 Piston rod 7 Water stop plate 8 Watertight packing

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 河川両側に構築したパラペットの一部に
切欠部を形成し、この切欠部間に、油圧ジャッキ等によ
って昇降自在な橋を河川横断状態に設置するとともに、
前記橋の下部に、前記切欠部を閉塞可能な止水板を配設
したことを特徴とする河川横断橋昇降兼パラペット切欠
部開閉装置。
1. A notch is formed in a part of the parapets constructed on both sides of the river, and a bridge that can be raised and lowered by a hydraulic jack or the like is installed across the river between the notches,
A river crossing bridge lifting / parapet notch opening / closing device, characterized in that a water stop plate capable of closing the notch is disposed below the bridge.
JP7369593U 1993-12-27 1993-12-27 River crossing bridge lifting and parapet notch opening and closing device Expired - Lifetime JP2507519Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7369593U JP2507519Y2 (en) 1993-12-27 1993-12-27 River crossing bridge lifting and parapet notch opening and closing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7369593U JP2507519Y2 (en) 1993-12-27 1993-12-27 River crossing bridge lifting and parapet notch opening and closing device

Publications (2)

Publication Number Publication Date
JPH0738209U JPH0738209U (en) 1995-07-14
JP2507519Y2 true JP2507519Y2 (en) 1996-08-14

Family

ID=13525616

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7369593U Expired - Lifetime JP2507519Y2 (en) 1993-12-27 1993-12-27 River crossing bridge lifting and parapet notch opening and closing device

Country Status (1)

Country Link
JP (1) JP2507519Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510459B (en) * 2013-09-29 2015-07-08 武汉武桥交通装备技术有限公司 Lifting opening and closing mechanism of perpendicular lifting type opening bridge
CN114550597B (en) * 2022-03-14 2023-07-18 武汉体育学院 Self-moving type sports culture display device

Also Published As

Publication number Publication date
JPH0738209U (en) 1995-07-14

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