JPS6198811A - Sub-gate - Google Patents
Sub-gateInfo
- Publication number
- JPS6198811A JPS6198811A JP22092684A JP22092684A JPS6198811A JP S6198811 A JPS6198811 A JP S6198811A JP 22092684 A JP22092684 A JP 22092684A JP 22092684 A JP22092684 A JP 22092684A JP S6198811 A JPS6198811 A JP S6198811A
- Authority
- JP
- Japan
- Prior art keywords
- gate
- piers
- gate body
- rubber
- net
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/005—Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Barrages (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は河口堰などに設けられる予備ゲートに関するも
のである。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a preliminary gate provided at an estuary weir or the like.
従来の技術
従来、たとえば第7図および第8図に示すような河口堰
において、その主ゲート(1)のメンテナンスなどをお
こなう場合には、ピアー(2)間に複数の中間戸当シ(
3)を適轟間隔ごとに立設し、次にその中間戸当り(3
)間および両端の中間戸当り(3)とピアー(2)間に
予備ゲート用パネル(4)を配設してピアー(2)間の
水路を塞いでいる。2. Description of the Related Art Conventionally, when performing maintenance on the main gate (1) of an estuary weir as shown in Figs. 7 and 8, a plurality of intermediate gates (2) are used between the piers (2).
3) are erected at appropriate intervals, and then the intermediate doorstops (3) are erected at appropriate intervals.
) and between the intermediate door stop (3) at both ends and the pier (2), a preliminary gate panel (4) is provided to close the waterway between the piers (2).
発明が解決しようとする問題点
上記従来構成によれば、多数の鋼製バネ/l/ (4)
が必要でsb、高価であると共に比較的大きな予備ゲー
ト用格納−設備が必要である。また予備ゲートの据付は
作業に重機械を必要とし、手間と時間とがかかる。さら
に他の河口堰に転用することも困難である。Problems to be Solved by the Invention According to the above conventional configuration, a large number of steel springs /l/ (4)
sb, which is expensive and requires relatively large reserve gate storage facilities. Additionally, installing a spare gate requires heavy machinery, which is laborious and time-consuming. Furthermore, it is difficult to convert it to other estuary weirs.
そこで本発明はかかる問題点を解消した予備ゲートを提
供するものである。Therefore, the present invention provides a spare gate that solves these problems.
問題を解決するだめの手段
上記問題を解決するため、本発明の予備ゲートは、河口
堰などの両ピアー間に渡し掛けられる可撓性はネットと
、そのネットに支持されると共に内部に水を充填して膨
張させたとき、には両ピアー間の水路を塞ぐゴム製ゲー
ト本体とから構成したものである。Means for Solving the Problem In order to solve the above problem, the preliminary gate of the present invention has a flexible net that spans between both piers such as an estuary weir, and a flexible net that is supported by the net and that allows water to flow inside. It consists of a rubber gate body that closes the waterway between both piers when filled and inflated.
作用
上記構成において、まず折畳まれて格納されているゲー
ト本体とネットとをのばしてピアー間に渡し掛け、その
ネ7)の両端をピアーに固定する。Function In the above structure, first, the gate body and the net, which are folded and stored, are stretched out and passed between the piers, and both ends of the nets 7) are fixed to the piers.
次にゲート本体内に水を注入してこのゲート本体を膨張
させる。すると、ゲート本体は、その自重でビアー間の
水路底面に密着し、また水圧でその両端がピアーに密着
させられ、ピアー間の水路が塞がれるものである。Next, water is injected into the gate body to inflate the gate body. Then, the gate body comes into close contact with the bottom surface of the channel between the vias due to its own weight, and both ends of the gate body are brought into close contact with the piers due to the water pressure, thereby closing the channel between the piers.
実施例
以下、本発明の一実施例を第1図〜第5図に基づいて説
明する。(6)は可撓性ネ7)であって、上下一対のワ
イヤロープ(7)と、そのワイヤロープ(7)に沿って
適当間隔ごとに配列されると共に両端がその両ワイヤロ
ープ(7)に固着された多数の布バンド(8)と、各ワ
イヤロープ(7)の端部に固着されたアイプレート(9
)とから構成され、各布バンド(8)の長さは中央寄シ
のものほど長く構成しである。αQはピアー(2)の側
面に植設したアンカーロッドであって、上記アイプレー
ト(9)の穴を係合させるものである。Ql)はネット
(6)の布バンド(8)に支持されると共に両端部(1
1A)がピアー(2)の上流端に当接させられるゴム製
ゲート本体であって、開閉弁付き給水口@と開閉弁付き
排水口αJとを有する。上記ゲート本体Qυ内に水を充
填して膨張させた状態では、その中央部の横断面が第2
図に示すごとく真円形に形成され、その中央部から両端
に近ずくにしたがって横断面の幅が小さくなっていって
長円形に形成される(第3図参照)。ただしゲート本体
αηの高さは一定である。またワイヤロープ(7)およ
びゲート本体(11)の強度を最大に保つため、その撓
み(hlをピアー(2)間の間隔(f)の1/8〜1/
12に設定しである。EXAMPLE Hereinafter, an example of the present invention will be described based on FIGS. 1 to 5. (6) is a flexible cable 7), which includes a pair of upper and lower wire ropes (7), which are arranged at appropriate intervals along the wire ropes (7), and whose ends are attached to both wire ropes (7). a number of cloth bands (8) fixed to the wire ropes (8) and eye plates (9
), and the length of each cloth band (8) is longer as it is closer to the center. αQ is an anchor rod installed on the side surface of the pier (2), and is engaged with the hole in the eye plate (9). Ql) is supported by the cloth band (8) of the net (6) and both ends (1
1A) is a rubber gate body that is brought into contact with the upstream end of the pier (2), and has a water supply port @ with an on-off valve and a drain port αJ with an on-off valve. When the gate main body Qυ is filled with water and expanded, the cross section of the central part becomes the second
As shown in the figure, it is formed into a perfect circle, and the width of the cross section decreases as it approaches both ends from the center, forming an oval shape (see Figure 3). However, the height of the gate body αη is constant. In addition, in order to maintain the maximum strength of the wire rope (7) and the gate body (11), their deflection (hl) should be set to 1/8 to 1/8 of the distance (f) between the piers (2).
It is set to 12.
以下、上記構成における作用について説明する。Hereinafter, the effects of the above configuration will be explained.
まず折畳んで格納しであるゲート本体(6)2よびネッ
ト(6)を引き出し、直線状にのばして第1図仮想線で
示すととくピアー(2)間に渡し掛ける。次にそのゲー
ト本体αηおよびネット(6)をピアー(2)の上流側
へ水没させ、アイプレート(9)の穴をアンカーロッド
αQに係合させる。次に給水ポンプにより給水口@から
ゲート本体αυ内に水を充填し、このゲート本体α℃を
膨張させる(なお河川水の水圧を利用してゲート本体α
ηを膨張させてもよい)。するとゲート本俸Ql)はそ
の自重によりピアー(2)間の水路底面に密着し、また
その両端部(11A)がピアー(2)の上流端に河川水
の水圧で密着させられ、ピアー(2)間の水路が塞がれ
る。灰に主ゲート(1)を上昇させ、この主ゲート(1
)のメンテナンスをおこなえばよい。First, the gate body (6) 2 and the net (6), which are folded and stored, are pulled out, stretched out in a straight line, and passed between the piers (2) as shown by the imaginary lines in FIG. Next, the gate body αη and the net (6) are submerged in water to the upstream side of the pier (2), and the hole of the eye plate (9) is engaged with the anchor rod αQ. Next, the water supply pump fills water into the gate body αυ from the water supply port @, and expands the gate body αυ (using the water pressure of river water, the gate body α
η may be expanded). Then, the gate base Ql) comes into close contact with the bottom of the waterway between the pier (2) due to its own weight, and its both ends (11A) are brought into close contact with the upstream end of the pier (2) by the water pressure of the river water, and the pier (2) The waterway between them is blocked. Raise the main gate (1) to the ash, and this main gate (1
) should be maintained.
次に予備ゲートを格納する場合には、主ゲート(1)を
降下させて水路を遮断し、次に排水口a4からゲート本
体QlJ内の水を排出し、アイプレート(9)をアンカ
ーロッドαOから外し、ゲート本体αυおよびネット(
6)を引き上げればよい。Next, when storing the spare gate, lower the main gate (1) to block the waterway, then drain the water inside the gate body QlJ from the drain port a4, and attach the eye plate (9) to the anchor rod αO. from the gate body αυ and the net (
6) should be raised.
ピアー(2)の上流端と主ゲート(1)との間が狭くて
ワイヤロープ(7)を十分に撓ませることができないと
きには、第6図に示すととくピアー(2)の上流端に鋼
製またはコンクリート製のキャップα四を突設し、ワイ
ヤロープ(7)をキャラ199間に渡し掛ければよい(
他の実施例)。When the distance between the upstream end of the pier (2) and the main gate (1) is narrow and the wire rope (7) cannot be bent sufficiently, the upstream end of the pier (2) is All you need to do is to protrude the cap α4 made of aluminum or concrete and pass the wire rope (7) between the characters 199 (
Other Examples).
発明の効果
以上述べたごとく本発明によれば、可撓性ネットとゴム
製ゲート本体とからなり、!4製予備ゲートに比べて安
価であり、また折り畳んで格納できるので小さな格納設
備があればよい。また比較的軽重であるから、据付は作
業に重機械を必要とせず、手間と時間とがかからないも
のである。さらに他の似かよったビアー間隔をもつ河口
堰などに転用することもできる。Effects of the Invention As described above, the present invention consists of a flexible net and a rubber gate body. It is cheaper than the spare gate made by No. 4, and since it can be folded and stored, a small storage facility is required. Furthermore, since it is relatively light and heavy, installation does not require heavy machinery and is time-consuming and labor-intensive. Furthermore, it can also be used for other estuary weirs with similar via spacing.
第1図〜第5図は本発明の一実施例を示し、第1図は平
面図、第2図は第1図の1−1矢視図、第3図は第1図
のLl矢視図、第4図は第1図の■−■矢視図、第5図
は第4図のv−■矢視図である。
第6図は本発明の他の実施例を示す要部の平[Tf′]
図でちる。第7図は従来例を示す正面図、第8図は同横
断面図である。1 to 5 show one embodiment of the present invention, FIG. 1 is a plan view, FIG. 2 is a view taken along the arrow 1-1 in FIG. 1, and FIG. 3 is taken as seen from the Ll arrow in FIG. FIG. 4 is a view taken along the line ■--■ in FIG. 1, and FIG. 5 is a view taken along the line v--■ in FIG. 4. FIG. 6 shows a plane [Tf'] of the main part showing another embodiment of the present invention.
Illustrated. FIG. 7 is a front view showing a conventional example, and FIG. 8 is a cross-sectional view of the same.
Claims (1)
ットと、そのネットに支持されると共に内部に水を充填
して膨張させたときには両ピアー間の水路を塞ぐゴム製
ゲート本体とから構成したことを特徴とする予備ゲート
。1. A flexible net that is stretched between two piers such as an estuary weir, and a rubber gate body that is supported by the net and blocks the waterway between the two piers when the inside is filled with water and expanded. A spare gate characterized by comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22092684A JPS6198811A (en) | 1984-10-19 | 1984-10-19 | Sub-gate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22092684A JPS6198811A (en) | 1984-10-19 | 1984-10-19 | Sub-gate |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6198811A true JPS6198811A (en) | 1986-05-17 |
Family
ID=16758715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22092684A Pending JPS6198811A (en) | 1984-10-19 | 1984-10-19 | Sub-gate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6198811A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5318381A (en) * | 1989-01-20 | 1994-06-07 | Bridgestone Corporation | Collapsible rubber dam |
-
1984
- 1984-10-19 JP JP22092684A patent/JPS6198811A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5318381A (en) * | 1989-01-20 | 1994-06-07 | Bridgestone Corporation | Collapsible rubber dam |
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