JPS6235690Y2 - - Google Patents

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Publication number
JPS6235690Y2
JPS6235690Y2 JP1926483U JP1926483U JPS6235690Y2 JP S6235690 Y2 JPS6235690 Y2 JP S6235690Y2 JP 1926483 U JP1926483 U JP 1926483U JP 1926483 U JP1926483 U JP 1926483U JP S6235690 Y2 JPS6235690 Y2 JP S6235690Y2
Authority
JP
Japan
Prior art keywords
water intake
cylindrical space
pipe
dam
water
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
Application number
JP1926483U
Other languages
Japanese (ja)
Other versions
JPS59125523U (en
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 filed Critical
Priority to JP1926483U priority Critical patent/JPS59125523U/en
Publication of JPS59125523U publication Critical patent/JPS59125523U/en
Application granted granted Critical
Publication of JPS6235690Y2 publication Critical patent/JPS6235690Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は貯水ダムの側部に設置される多孔式取
水設備に関するものである。
[Detailed Description of the Invention] The present invention relates to a porous water intake facility installed on the side of a water storage dam.

貯水ダムの側部に設けられる取水設備として
は、ダムの水位に応じて制御され、所要量の上位
水を取水するいわゆる表面取水設備と、取水口を
任意に選択し得る多孔式取水設備とがあり、本考
案は後者に属する。ところで上記多孔式取水設備
としては第4図、第5図に示した構造のもの、或
は図示されていないが、多数の取水口を有する斜
樋を設けたものが知られている。そしてこれら設
備における取水口の選定は任意であり、取水口又
はダム堤内に設けたバルブ又はゲートを開閉操作
することによつて取水が行なわれる。
Water intake equipment installed on the side of a water storage dam includes so-called surface water intake equipment, which is controlled according to the water level of the dam and takes in the required amount of upper water, and perforated water intake equipment, which allows the intake port to be selected arbitrarily. Yes, and this invention belongs to the latter. By the way, as the above-mentioned porous water intake equipment, one having the structure shown in FIGS. 4 and 5, or one having a diagonal gutter having a large number of water intake ports, although not shown, is known. The water intake in these facilities can be selected arbitrarily, and water intake is performed by opening and closing a valve or gate provided in the water intake or the dam embankment.

しかし取水口にバルブを設置すると、開閉機構
の軸類は水中に存在することになり、その点検・
取替えはそれを必要とする部所まで水位が降下し
た時点でしか行なうことができず、又第4図に示
す如く、ゲートを操作する油圧シリンダの水中で
の使用は、公害問題を惹起することにもなる。更
に第5図および第6図に示す如く、取水配管をダ
ム堤内に埋設する場合には、ダムコンクリート打
設前にこれらを設置しなければならず、取替が容
易でない構造となり、しかも取水配管が重複し、
その上操作室をダム堤内に設置する必要がある。
更に又斜樋式構造の設備では、各取水口開閉用ゲ
ートを操作するための長いスピンドルを要し、ダ
ム上に大きな操作室を設置しなければならない等
の欠点がある。
However, when a valve is installed at the water intake, the shafts of the opening/closing mechanism are underwater, so inspection and
Replacement can only be done when the water level has fallen to the point where it is needed, and as shown in Figure 4, using the hydraulic cylinder that operates the gate underwater may cause pollution problems. It also becomes. Furthermore, as shown in Figures 5 and 6, when the water intake pipes are buried within the dam embankment, they must be installed before the dam concrete is poured, resulting in a structure that is not easy to replace. are duplicated,
Moreover, it is necessary to install the control room inside the dam embankment.
Furthermore, equipment with a diagonal gutter structure requires a long spindle to operate the gates for opening and closing each water intake, and has drawbacks such as the need to install a large control room on the dam.

本考案はこれらの欠点を排除し得る取水設備を
提供することを目的としてなされたものである。
すなわち本考案は、取水口に近いダム堤内に筒状
空間を形成し、該筒状空間を貫通する配管をもつ
て各取水口を取水管を連通するとともに筒状空間
内における上記配管にそれぞれバルブを介設した
こと特徴とするものであり、以下第1図〜第3図
に示す本考案の一実施例に基づいて説明する。
The present invention has been made for the purpose of providing a water intake facility that can eliminate these drawbacks.
That is, the present invention forms a cylindrical space in the dam embankment near the water intake, connects each intake pipe with a pipe penetrating the cylindrical space, and installs a valve in each of the pipes in the cylindrical space. This invention is characterized by the interposition of the following, and will be described below based on an embodiment of the present invention shown in FIGS. 1 to 3.

1は貯水ダム2の側部所定の部所に設けた取水
部であり、その入口には流木等雑物の流入を防ぐ
スクリーン3を配設している。4は上記取水部1
の後方堤内において縦に長く形成した筒状空間で
あり、上の上端はダム2の上部に開口している。
なおこの取水部4は、図に例示する如く、鋼管5
を埋設することによつて形成してもよく、又補強
されたコンクリートによる区画壁面をもつて形成
してもよいのであつて、その断面形状は特に限定
されない。なお上記筒状空間4内には適当な階段
6を設け、後述するバルブの操作および点検修理
の便をはかつている。7は上記筒状空間4の後部
における堤内に、これと平行に埋設した取水管で
あり、該水取管7の下端には導水管8を接続し、
又上端には給気管9を配設している。
Reference numeral 1 denotes a water intake section provided at a predetermined location on the side of the water storage dam 2, and a screen 3 is provided at the entrance to prevent miscellaneous objects such as driftwood from flowing into the intake section. 4 is the above water intake part 1
It is a cylindrical space formed vertically in the rear embankment of the dam 2, and its upper end is open to the upper part of the dam 2.
Note that this water intake section 4 includes a steel pipe 5 as illustrated in the figure.
The cross-sectional shape is not particularly limited, and may be formed by burying the partition wall, or may be formed by having a partition wall surface made of reinforced concrete. A suitable staircase 6 is provided within the cylindrical space 4 to facilitate valve operation and inspection and repair, which will be described later. 7 is a water intake pipe buried in the embankment at the rear of the cylindrical space 4 in parallel thereto, and a water guide pipe 8 is connected to the lower end of the water intake pipe 7.
Further, an air supply pipe 9 is arranged at the upper end.

10は先に説明した取水部1の正面において一
定の間隔をもつて開口する取水口11を形成し、
かつ上記筒状空間4を貫通して取水管7に連通す
る配管であり、筒状空間4内においてバルブ12
をそれぞれ介設している。なお上記配管10に
は、バルブ12に近接した予備バルブ13を介設
し、バルブ12の修理又は取替え時における配管
10の仮閉塞の役目をはたさせるという配慮が払
われている。
10 forms water intake ports 11 that open at regular intervals in the front of the water intake section 1 described above,
It is a pipe that penetrates the cylindrical space 4 and communicates with the water intake pipe 7, and the valve 12 is connected in the cylindrical space 4.
are interposed respectively. Note that a preliminary valve 13 is provided in the piping 10 in the vicinity of the valve 12 to serve as a temporary blockage of the piping 10 when the valve 12 is repaired or replaced.

図中14は筒状空間4から取水管7へ通ずる点
検通路を形成する配管であり、常時は閉塞されて
いる。又15は筒状空間4の開口上部に配置され
た操作パネルであり、16は遠方操作室を示す。
In the figure, 14 is a pipe forming an inspection passage leading from the cylindrical space 4 to the water intake pipe 7, and is normally closed. Further, 15 is an operation panel arranged above the opening of the cylindrical space 4, and 16 is a remote operation room.

本考案は以上その実施例について説明したよう
な構造であり、取水に際しては任意の配管10を
選定してそのバルブ12を開操作することにより
所期の目的を達成し得るものであり、筒状空間を
形成し、その中を貫通する取水用配管にバルブを
介設しているので、水位に全く関係なく保守点
検、取替え等の作業を行うことができる。又ダム
堤内の簡素化により、コンクリート打設工程およ
び配管が容易であり、更に筒状空間つまりドライ
エリアから取水管および導水管の点検が可能であ
り、又このエリア内を操作室にすることができる
等の効果がある。
The present invention has a structure as explained in the embodiments above, and when taking water, the desired purpose can be achieved by selecting an arbitrary pipe 10 and opening the valve 12. Since a space is formed and a valve is installed in the water intake pipe that passes through the space, maintenance, inspection, replacement, etc. can be carried out regardless of the water level. In addition, the simplification of the inside of the dam simplifies the concrete pouring process and piping, and it is also possible to inspect the water intake pipes and water conveyance pipes from the cylindrical space, that is, the dry area, and this area can be used as an operation room. There are effects such as being able to do it.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示す縦断側面図、
第2図は下端部を拡大して示した縦断側面図、第
3図は第2図における平面図、第4図および第5
図は従来の設備を示す縦断側面図、第6図は第5
図の平面図である。 1は取水部、2は貯水ダム、4は筒状空間、7
は取水管、8は導水管、10は配管、11は取水
口、12はバルブ。
FIG. 1 is a vertical side view showing an embodiment of the present invention;
Figure 2 is an enlarged vertical sectional side view of the lower end, Figure 3 is a plan view of Figure 2, Figures 4 and 5.
The figure is a longitudinal side view showing the conventional equipment, and Figure 6 is the 5th
FIG. 1 is a water intake part, 2 is a water storage dam, 4 is a cylindrical space, 7
1 is a water intake pipe, 8 is a water conduit, 10 is piping, 11 is a water intake, and 12 is a valve.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ダムに形成した取水口に近い堤内に筒状空間を
縦通形成し、該筒状空間を貫通する配管をもつて
各取水口と堤内取水管と連通するとともに筒状空
間内における上記配管にそれぞれバルブを介設し
てなる多孔式取水設備。
A cylindrical space is formed vertically in the embankment near the water intake formed in the dam, and piping passing through the cylindrical space communicates with each water intake and the water intake pipe in the embankment, and each of the above-mentioned piping inside the cylindrical space is connected to the pipe. Porous water intake equipment with valves installed.
JP1926483U 1983-02-12 1983-02-12 Porous water intake equipment Granted JPS59125523U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1926483U JPS59125523U (en) 1983-02-12 1983-02-12 Porous water intake equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1926483U JPS59125523U (en) 1983-02-12 1983-02-12 Porous water intake equipment

Publications (2)

Publication Number Publication Date
JPS59125523U JPS59125523U (en) 1984-08-23
JPS6235690Y2 true JPS6235690Y2 (en) 1987-09-10

Family

ID=30150420

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1926483U Granted JPS59125523U (en) 1983-02-12 1983-02-12 Porous water intake equipment

Country Status (1)

Country Link
JP (1) JPS59125523U (en)

Also Published As

Publication number Publication date
JPS59125523U (en) 1984-08-23

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