JPH0738209U - River crossing bridge lifting and parapet notch opening and closing device - Google Patents
River crossing bridge lifting and parapet notch opening and closing deviceInfo
- Publication number
- JPH0738209U JPH0738209U JP7369593U JP7369593U JPH0738209U JP H0738209 U JPH0738209 U JP H0738209U JP 7369593 U JP7369593 U JP 7369593U JP 7369593 U JP7369593 U JP 7369593U JP H0738209 U JPH0738209 U JP H0738209U
- Authority
- JP
- Japan
- Prior art keywords
- bridge
- river
- parapet
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】
【目的】 増水時において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する。
【構成】 河川1両側に構築したパラペット2の一部に
切欠部3を形成し、この切欠部間に、油圧ジャッキ5等
によって昇降自在な橋4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
7を配設して、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。
(57) [Summary] [Purpose] When the bridge installed in the river is raised during flooding, the notches for passages formed in the parapet are closed at the same time, and when the bridge is lowered. Allow the notch to be opened. [Structure] A notch 3 is formed in a part of the parapet 2 constructed on both sides of the river 1, and a bridge 4 which can be raised and lowered by a hydraulic jack 5 and the like is installed between the notches so that the bridge 4 crosses the river. A water blocking plate 7 capable of closing the cutout is disposed in the lower portion, and the water blocking plate is moved up and down by the same power as the bridge moves up and down, and the cutout is opened and closed at the same time as the bridge is moved up and down. be able to.
Description
【0001】[0001]
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。 When the bridge installed in this river is raised during flooding in the river where the parapet is constructed, the notch for the passage formed in the parapet is closed at the same time, and the bridge is lowered. The present invention relates to a parapet notch opening / closing device for lifting and lowering a river crossing bridge, which is capable of opening the notch when opened.
【0002】[0002]
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。 For rivers with a relatively shallow riverbed, parapets (concrete retaining walls) with a height of approximately 1 m are constructed on both sides of the river in preparation for flooding. When bridges are constructed in this way, the presence of parapets raises the position higher than the road surface.Therefore, a notch is formed in a part of the parapet at the bridge position, where a bridge flush with the road surface is formed. It is being built. In other words, the parapet was constructed excluding the part that should 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。And very old, 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 due to the pressure of running water flowing through the river or various objects flowing such as driftwood, The bridge was damaged, which was not desirable.
【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, and a horizontal water stop plate for opening and closing the cutout portion of the parapet is arranged parallel to the inside or outside of the parapet. It was developed in such a way that the cut-out plate was opened and closed by this water stop plate so that it would not overflow outside the river from this part when the water level increased.
【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 water stop plate as described above is installed in parallel with the parapet to raise and lower the bridge and to manually operate the water stop plate. Alternatively, a method has been developed in which the bridge is laterally moved by a means different from the lifting means of the bridge so that the bridge can be retracted and the notch of the parapet can be closed when the water level increases.
【0006】[0006]
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。 However, in the former case, that is, when the bridge does not move up and down, the notch of the parapet can be closed, but the bridge is fixedly installed, which may cause damage to the bridge during flooding. However, there was a problem in the maintenance of the bridge, so the fundamental solution was not reached.
【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 part was developed. It was difficult to synchronize the ascent of the bridge and the ascent of the bridge, and either the ascent of the bridge or the lateral movement of the water stop plate tended to be delayed. Also, in this case, the one that used power for lateral movement of the water stop plate was different from the power used for raising and lowering the bridge, and whether the water stop plates face each other or not. In the end, three types of power were used because they were needed in the cutouts.
【0008】[0008]
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 problem, the river crossing bridge lifting and parapet notch opening / closing device according to the present invention forms a notch in a part of the parapet constructed on both sides of the river, and a hydraulic jack is provided between the notches. A bridge that can be moved up and down by such means is installed across the river, and a water stop plate that can close the notch is placed below the bridge.
【0009】[0009]
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。 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 moved up and down.
【0010】[0010]
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。 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. A cutout 3 is formed in the bridge portion of the parapet 2, 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 between the cutouts 3 so as to cross the river 1, and the four joints of the bridge 4 have 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 blocking plate arranged so as to hang down from both ends of the bridge 4, and the water blocking 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 flooded, the hydraulic jack 5 is operated to lower the bridge 4 and keep it at the same height as the road. This makes this bridge 4 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 way, the water stop plates 7 arranged below both ends of the bridge 4 are also pulled up. When the ascent 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 in 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]
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 according to the present invention, notches are formed in a part of the parapets constructed on both sides of the river, and a hydraulic jack or the like is used to raise or lower between the notches. A flexible bridge is installed across the river, and a water stop plate that can close the cutouts is placed at the bottom of the bridge. It has the effect that it can be moved up and down by the same power and that the notch can be opened and closed at the same time as the bridge is raised and lowered.
【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 the 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.
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)
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.
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 true JPH0738209U (en) | 1995-07-14 |
JP2507519Y2 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) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510459A (en) * | 2013-09-29 | 2014-01-15 | 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 |
CN114550597A (en) * | 2022-03-14 | 2022-05-27 | 武汉体育学院 | Self-moving type sports culture display device |
-
1993
- 1993-12-27 JP JP7369593U patent/JP2507519Y2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510459A (en) * | 2013-09-29 | 2014-01-15 | 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 |
CN114550597A (en) * | 2022-03-14 | 2022-05-27 | 武汉体育学院 | Self-moving type sports culture display device |
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 |
---|---|
JP2507519Y2 (en) | 1996-08-14 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EXPY | Cancellation because of completion of term |