JPS6011951Y2 - U-shaped lock type ship lifter - Google Patents

U-shaped lock type ship lifter

Info

Publication number
JPS6011951Y2
JPS6011951Y2 JP10743580U JP10743580U JPS6011951Y2 JP S6011951 Y2 JPS6011951 Y2 JP S6011951Y2 JP 10743580 U JP10743580 U JP 10743580U JP 10743580 U JP10743580 U JP 10743580U JP S6011951 Y2 JPS6011951 Y2 JP S6011951Y2
Authority
JP
Japan
Prior art keywords
waterway
gate
branch
water level
shaped lock
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
JP10743580U
Other languages
Japanese (ja)
Other versions
JPS5731337U (en
Inventor
維三 南
敏秋 巻幡
利治 中田
清治 安藤
政克 畑楠
順一 坂本
裕一 横田
恒雄 佐藤
充造 太田
健一 平山
Original Assignee
日立造船株式会社
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 日立造船株式会社 filed Critical 日立造船株式会社
Priority to JP10743580U priority Critical patent/JPS6011951Y2/en
Publication of JPS5731337U publication Critical patent/JPS5731337U/ja
Application granted granted Critical
Publication of JPS6011951Y2 publication Critical patent/JPS6011951Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はU字形閘室式シップリフターに関する。[Detailed explanation of the idea] The present invention relates to a U-shaped lock type ship lifter.

たとえば水路にダムを設置した場合において、通常の方
法では船舶の通行が不可能となる。
For example, when a dam is installed on a waterway, ships cannot pass through it using normal methods.

そこで上記ダムに閘門方式の昇降設備を設けて、船舶を
、放水によって上段水路から下段水路へ降ろし、揚水に
よって下段水路から上段水路へ上げることが考えられて
いるが、この方式の昇降設備であると、多量のダム貯溜
水を下流に放流することになり、ダム本来の機能(発電
、治水など)上、大きな問題点となっている。
Therefore, it is being considered to install a lock-type lifting equipment in the above dam, and lower the ship from the upper waterway to the lower waterway by releasing water, and raise it from the lower waterway to the upper waterway by pumping water, but this type of lifting equipment This results in a large amount of dam water being discharged downstream, which poses a major problem in terms of the dam's original functions (power generation, flood control, etc.).

そこで本考案はかかる問題点を解消したU字形閘室式シ
ップリフターを提供するものである。
Therefore, the present invention provides a U-shaped lock type ship lifter that solves these problems.

以下、本考案の一実施例を図に基づいて説明する。Hereinafter, one embodiment of the present invention will be described based on the drawings.

1は上段水路2と下段水路3との間に設置されたダムで
あって、このダム1の両側壁1a、1bの間には仕切壁
1cを配設してあって、この仕切壁1cにより上段水路
2の下流側端部から下段水路3の上流側端部にかけてこ
の両水路2,3が2つの分岐水路4a、4bに仕切られ
ている。
1 is a dam installed between an upper waterway 2 and a lower waterway 3, and a partition wall 1c is provided between both side walls 1a and 1b of this dam 1. From the downstream end of the upper waterway 2 to the upstream end of the lower waterway 3, both waterways 2 and 3 are partitioned into two branch waterways 4a and 4b.

5は該各分岐水路4a、4b内の下段水路3側に設けら
れた隔壁であって、この各隔壁5と両水路2.3間の段
部6との間に船舶収納用小間室7a、7bが形成され、
この両生閘室7a、7bは互いにその下部どうしが連通
路7cを介して連通させられている。
Reference numeral 5 denotes a partition wall provided on the side of the lower waterway 3 in each branch waterway 4a, 4b, and between each partition wall 5 and the stepped portion 6 between both waterways 2.3, there is a cubicle 7a for storing a ship, 7b is formed,
The lower portions of the double lock chambers 7a and 7b communicate with each other via a communication passage 7c.

そして該連通路7Cと両生閘室7a、7bとでU字形閘
室7が形威されている。
A U-shaped lock chamber 7 is formed by the communication passage 7C and the double lock chambers 7a and 7b.

8は前記仕切壁IC内の下部に形威された操作室であっ
て、この操作室8内には上記連通路7Cを介して両生閘
室7a、?b内の氷を互いに他方の小閑室7a、7b内
に送り込むポンプ9を配設しである。
Reference numeral 8 denotes an operation chamber formed in the lower part of the partition wall IC, and the two-way lock chambers 7a, ? A pump 9 is provided to send the ice in the compartments 7a and 7b into the other small quiet rooms 7a and 7b.

10は前記各隔壁5の下部に形威された開口部、11は
該開口部10に設けられた第1ゲート、12は各隔壁5
の上端に配設された第1ゲート用昇降装置である。
10 is an opening formed in the lower part of each partition 5, 11 is a first gate provided in the opening 10, and 12 is each partition 5.
This is a lifting device for the first gate disposed at the upper end of the gate.

13は各分岐水路4a。4b内の上段水路2の端に設け
られた第2ゲート、14は各分岐水路4a、4b内の各
第2ゲート13から上流側へ適当間隔離れた箇所に設け
られた第3ゲート、15は各分岐水路4a、4b内の各
第1ゲート11から下流側へ適当間隔離れた箇所に設け
られた第4ゲート、16.17は第2、第3のゲート1
3.14問および第1、第4のゲー)11,15間の水
位を調整する水位調整装置であって、連通路18とバル
ブ19と水圧ポンプ20とを有する。
13 is each branch waterway 4a. 14 is a second gate provided at the end of the upper waterway 2 in each branch waterway 4a, 4b, and 15 is a third gate provided at an appropriate distance upstream from each second gate 13 in each branch waterway 4a, 4b. A fourth gate 16.17 is provided at an appropriate distance downstream from each first gate 11 in each branch waterway 4a, 4b, and 16.17 is a second and third gate 1.
3.14 questions and 1st and 4th games) A water level adjustment device that adjusts the water level between 11 and 15, and includes a communication passage 18, a valve 19, and a water pressure pump 20.

なお上記実施例では、第2〜第4図のゲート13,14
,15を観音開き方式としたが、これに限定されるわけ
ではなく、たとえば第1ゲート11を同じ方式のものに
してもよいのはいうまでもない。
In the above embodiment, the gates 13 and 14 in FIGS.
, 15 are of the double-door type, but the present invention is not limited to this, and it goes without saying that, for example, the first gate 11 may be of the same type.

上記構成の作用を説明する。The operation of the above configuration will be explained.

たとえば一方の分岐水路4aを船舶21の降下用として
用い、他方の分岐水路4bを船舶21の上昇用として用
いる場合には、まずポンプ9を作動させて、一方の小間
室7aの水位を最大水位イにし、これに伴なって他方の
小間室7bの水位を最小水位置にしておく。
For example, when one branch waterway 4a is used for lowering the ship 21 and the other branch waterway 4b is used for raising the ship 21, first operate the pump 9 to raise the water level in one booth 7a to the maximum water level. Along with this, the water level in the other booth room 7b is set to the minimum water level.

次に一方の分岐水路4aにおいて、水位調整装置16に
よって第2、第3のゲート13.14の水位置を上段水
路2の水位置に一致させた後、第3ゲート14を開けて
船舶21を第2、第3のゲート13.14間に入れる。
Next, in one branch waterway 4a, after adjusting the water level of the second and third gates 13.14 to match the water position of the upper waterway 2 using the water level adjustment device 16, the third gate 14 is opened and the vessel 21 is opened. It is inserted between the second and third gates 13 and 14.

次に第3ゲート14を閉じた後、上記水位調整装置16
により第2、第3のゲート13.14間の水位置を前記
最大水位イに一致させる。
Next, after closing the third gate 14, the water level adjustment device 16
Accordingly, the water position between the second and third gates 13 and 14 is made to match the maximum water level A.

次に第2ゲート13を開けて、船舶21を一方の小閑室
7a内に入れ、第2ゲート13を閉じる。
Next, the second gate 13 is opened, the vessel 21 is put into one of the small quiet rooms 7a, and the second gate 13 is closed.

またこれと同時に他方の分岐水路4bにおいて、水位調
整装置17によって第1、第4のゲート11.15間の
水位ホを下段水路3の水位へに一致させた後、第4ゲー
ト15を開けて船舶21を第1、第4のゲート11゜1
5間に入れる。
At the same time, in the other branch waterway 4b, the water level between the first and fourth gates 11.15 is made to match the water level of the lower waterway 3 by the water level adjustment device 17, and then the fourth gate 15 is opened. The ship 21 is placed at the first and fourth gates 11°1
Put it in between 5.

次に第4ゲート15を閉じた後、上記水位調整装置17
により第11第4のゲート11.15間の水位ホを前記
最底水位置に一致させる。
Next, after closing the fourth gate 15, the water level adjustment device 17
Accordingly, the water level H between the 11th and 4th gates 11 and 15 is made to match the bottom water position.

次に第1ゲート11を開けて、船舶21を他方の小閑室
7b内に入れ、第1ゲート11を閉じる。
Next, the first gate 11 is opened, the vessel 21 is put into the other small quiet room 7b, and the first gate 11 is closed.

次にポンプ9を作動させて一方の小閑室7a内の水を連
通路7cを介して他方の小間室7b内に送り込み、第3
図に示すごとく一方の小閑室7aの船舶21を降下させ
、他方の小閑室7b内の船舶21を上昇させていく。
Next, the pump 9 is activated to send the water in one of the small booths 7a into the other booth 7b through the communication path 7c, and the third
As shown in the figure, the vessel 21 in one small quiet room 7a is lowered, and the vessel 21 in the other small quiet room 7b is raised.

そして一方の小閑室7a内の水位が最底水位置になった
ならば(すなわち換言すれば他方の小間室7b内の水位
が最大水位イになったならば)、一方の分岐水路4aに
おいて、第1、第4のゲート11.15間の水位ホを上
記最底水位置に一致させた後、第1ゲート11を開けて
船舶21を第1、第4のゲー)11,15の間にもたら
し、次に第1ゲート11を閉じた後、第1、第4のゲー
ト11.15間の水位ホを下段水路3の水位へに一致さ
せ、第4ゲート15を開けて船舶21を下流に向かって
航行させばよい。
If the water level in one of the small booths 7a reaches the lowest water level (in other words, if the water level in the other booth 7b reaches the maximum water level A), then in one of the branch waterways 4a, After adjusting the water level between the first and fourth gates 11 and 15 to match the bottom water position, the first gate 11 is opened and the vessel 21 is moved between the first and fourth gates 11 and 15. Then, after closing the first gate 11, the water level between the first and fourth gates 11. All you have to do is sail towards it.

また他方の分岐水路4bにおいて、第2、第3のゲート
13.14間の水位置を前記最大水位イに一致させた後
、第2ゲート13を開けて船舶21を第2、第3のゲー
ト13,14間にもたらし、次に第2ゲート13を閉じ
た後、第2、第3のゲート13.14間の水位置を上段
水路2の水位置に一致させ、第3ゲート14を開けて船
舶21を上流に向かって航行させればよい。
In the other branch waterway 4b, after the water position between the second and third gates 13 and 14 is made to match the maximum water level A, the second gate 13 is opened and the vessel 21 is moved to the second and third gates. 13 and 14, then close the second gate 13, match the water position between the second and third gates 13 and 14 with the water position in the upper waterway 2, and open the third gate 14. The vessel 21 may be sailed upstream.

以上述べたごとく本考案のU字形閘室式シップリフター
によれば、上下段の両水路を2つの分岐水路に仕切る仕
切壁を設け、該各分岐水路内の下段水路側に隔壁設けて
この各隔壁と上下段の雨水路間の段部との間に船舶収納
用小間室を形威すると共に該両生閘室の下部どうしを互
いに連通させてU字形閘室を形威し、両小閑室内の水を
互いに他の小閑室内に送り込むポンプを設けであるから
、両生閘室の水を互いに融通しあって船舶を上段水路か
ら下段水路へ降ろし、下段水路から上段水路へ上げるこ
とができるものであって、しかもこの際、ダム貯溜水を
無駄に放流することはない。
As described above, according to the U-shaped lock type ship lifter of the present invention, a partition wall is provided to partition both the upper and lower waterways into two branch waterways, and a partition wall is provided on the lower waterway side of each branch waterway, so that each A cubicle for storing ships is formed between the bulkhead and the step between the upper and lower rain channels, and the lower parts of the double locks are communicated with each other to form a U-shaped lock. Since the water in each lock chamber is equipped with a pump that sends water into each other's small compartments, the water in both locks can be shared with each other, allowing ships to be lowered from the upper canal to the lower canal and raised from the lower canal to the upper canal. Moreover, at this time, the water stored in the dam will not be released unnecessarily.

したがってダム本来の機能(発電、治水など)を損うこ
とはない。
Therefore, the original functions of the dam (power generation, flood control, etc.) will not be impaired.

さらに同時に三笠の船舶を昇降させることができるとい
うメリットもある。
Another advantage is that Mikasa's ships can be raised and lowered at the same time.

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

図は本考案の一実施例を示し、第1図は縦断面図、第2
図は一部切欠き平面図、第3図は第1図のm−m矢視図
である。 1・・・・・・ダム1.1c・・・・・・仕切壁、2・
・・・・・上段水路、3・・・・・・下段水路、4a、
4b・・・・・・分岐水路、5・・・・・・隔壁、6・
・・・・・段部、7・・・・・・U字形閘室、7a、7
b・・・・・・小閘室、7c・・・・・・連通路、9・
・・・・・ポンプ、10・・・・・・開口部、11・・
・・・・第1ゲート、13・・・・・・第2ゲート、1
4・・・・・・第3ゲート、15・・・・・・第4ゲー
ト、16,17・・・・・・水位調整装置、21・・・
・・・船舶。
The figures show one embodiment of the present invention, with Figure 1 being a longitudinal sectional view and Figure 2 being a longitudinal sectional view.
The figure is a partially cutaway plan view, and FIG. 3 is a view taken along the line mm in FIG. 1. 1...Dam 1.1c...Partition wall, 2.
...Upper waterway, 3...Lower waterway, 4a,
4b... Branch waterway, 5... Bulkhead, 6.
...Stepped section, 7...U-shaped lock chamber, 7a, 7
b...Small lock room, 7c...Communication passage, 9.
...Pump, 10...Opening, 11...
...First gate, 13...Second gate, 1
4... Third gate, 15... Fourth gate, 16, 17... Water level adjustment device, 21...
...Ship.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上段水路と下段水路との間に配設されるシップリフター
であって、上段水路の下流側端部から下段水路の上流側
端部にかけてこの両水路を2つの分岐水路に仕切る仕切
壁を設け、該各分岐水路内の下段水路側に隔壁を設けて
この各隔壁と上下段の雨水路間の段部との間に船舶収納
用小間室を形成すると共に該両生閘室の下部どうしを互
いに連通させてU字形閘室を形成し、両小閑室内の水を
互いに他方の小間室内に送り込むポンプを設け、前記各
隔壁の下部に開口部を形成し、該各間口部に第1ゲート
を設け、各分岐水路内の上段水路端に第2ゲートを設け
たことを特徴とするU字形閘室式シップリフター。
A ship lifter disposed between an upper waterway and a lower waterway, wherein a partition wall is provided from the downstream end of the upper waterway to the upstream end of the lower waterway to partition both waterways into two branch waterways, A partition wall is provided on the lower waterway side of each of the branch waterways, and a cubicle for storing a ship is formed between each partition wall and the stepped portion between the upper and lower rain channels, and the lower portions of the double locks are communicated with each other. A U-shaped lock is formed, a pump is provided to send water from both the booths into the other booth, an opening is formed at the bottom of each of the partition walls, and a first gate is provided at each frontage. , a U-shaped lock chamber type ship lifter characterized in that a second gate is provided at the end of the upper waterway in each branch waterway.
JP10743580U 1980-07-28 1980-07-28 U-shaped lock type ship lifter Expired JPS6011951Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10743580U JPS6011951Y2 (en) 1980-07-28 1980-07-28 U-shaped lock type ship lifter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10743580U JPS6011951Y2 (en) 1980-07-28 1980-07-28 U-shaped lock type ship lifter

Publications (2)

Publication Number Publication Date
JPS5731337U JPS5731337U (en) 1982-02-18
JPS6011951Y2 true JPS6011951Y2 (en) 1985-04-19

Family

ID=29468736

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10743580U Expired JPS6011951Y2 (en) 1980-07-28 1980-07-28 U-shaped lock type ship lifter

Country Status (1)

Country Link
JP (1) JPS6011951Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5647595U (en) * 1979-09-18 1981-04-27
FR3007773B1 (en) * 2013-06-26 2015-07-24 Vavasseur Guy Charles Louis Maxime Le DAMAGE AND ECOLOGICAL PROTECTION, ANTISISMIC, ANTITSUNAMI AND DOUBLE ENTRY

Also Published As

Publication number Publication date
JPS5731337U (en) 1982-02-18

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