JPH0214483B2 - - Google Patents

Info

Publication number
JPH0214483B2
JPH0214483B2 JP59248213A JP24821384A JPH0214483B2 JP H0214483 B2 JPH0214483 B2 JP H0214483B2 JP 59248213 A JP59248213 A JP 59248213A JP 24821384 A JP24821384 A JP 24821384A JP H0214483 B2 JPH0214483 B2 JP H0214483B2
Authority
JP
Japan
Prior art keywords
water
pier
floating
floating pier
dust removal
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
JP59248213A
Other languages
Japanese (ja)
Other versions
JPS61126210A (en
Inventor
Takashi Aitsu
Tsutomu Wakamatsu
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawada Industries Inc
Original Assignee
Kawada Industries Inc
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 Kawada Industries Inc filed Critical Kawada Industries Inc
Priority to JP24821384A priority Critical patent/JPS61126210A/en
Publication of JPS61126210A publication Critical patent/JPS61126210A/en
Publication of JPH0214483B2 publication Critical patent/JPH0214483B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • E02B3/064Floating landing-stages

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Barrages (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は浮桟橋に関するものであり、一層詳
細には、ダムの取水口に配設される除塵用浮桟橋
の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a floating pier, and more particularly, to an improvement of a floating pier for dust removal disposed at a water intake of a dam.

〔従来技術〕[Prior art]

従来よりダムの取水口には、流木、小枝、落葉
等の塵芥が流入するのを阻止するため、網場(あ
ば)と称される除塵用の浮桟橋が設置されてい
る。
Traditionally, dam water intakes have been equipped with floating piers known as aba to prevent debris such as driftwood, twigs, and fallen leaves from flowing into the water.

ところで、この浮桟橋は第5図に示すように取
水塔1に開設される取水口2の両側に沿つて配設
したガイドレール3,3にフロート4からなる桟
橋本体5を水面の高さに応じて摺動自在に移動し
得るように取りつけると共にこの桟橋本体5の各
側面部に除塵用のスクリーン部材6を配置するこ
とにより構成されている。
By the way, as shown in Fig. 5, this floating pier is constructed by installing a pier body 5 consisting of floats 4 on guide rails 3, 3 arranged along both sides of a water intake 2 opened in a water intake tower 1 at a height above the water surface. The pier body 5 is attached so as to be slidably movable according to the requirements, and a screen member 6 for dust removal is arranged on each side of the pier body 5.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかるに、この型式の除塵用浮桟橋が設置され
るダムの水面が冬季において凍結するような場合
は、第6図に示すように、当初は凍結水面Aと浮
桟橋Bとが一体となるが(第6a図)、水位が下
ると浮桟橋Bが凍結水面Aと共に非凍結水面から
浮き上り(第6b図)、遂には気温の上昇による
氷解ないしは浮桟橋B自体の重量のため水面に落
下してガイドレールや本体フロートあるいはスク
リーン部材などが損傷する等の不都合があつた。
However, if the water surface of the dam where this type of dust removal floating pier is installed freezes in winter, the frozen water surface A and floating pier B will initially become one, as shown in Figure 6. (Figure 6a), when the water level falls, floating pier B rises from the unfrozen water surface along with frozen water surface A (Figure 6b), and eventually falls to the water surface due to ice melting due to rising temperatures or the weight of floating pier B itself. There were inconveniences such as damage to the guide rail, main body float, or screen member.

そこで、このような不都合を回避するため、水
面が凍結する冬季は浮桟橋を陸上に揚げて保管
し、この凍結が解消すると再び設置する等の方法
が採用されているが、この場合は、浮桟橋の保守
管理費用が嵩むだけでなく、その作業も煩雑であ
る等種々の問題点を有していた。
Therefore, in order to avoid such inconvenience, methods have been adopted such as raising the floating pier on land and storing it during the winter when the water surface freezes, and then reinstalling it once the freeze has cleared. There were various problems such as not only the cost of maintaining and managing the pier was high but also the work was complicated.

〔問題点の解決手段〕[Means for solving problems]

そこで、この発明は前述の問題点を解決するた
めに、浮桟橋本体に所定容量に設定した貯水タン
クを配設し、この貯水タンクに該タンク内に貯留
された水を排出する水中ポンプ装置と上方に延在
して水没時にも大気と連通するエアーパイプとを
付設し、さらに桟橋本体に水没状態における浮桟
橋を所定の水位に保持する一もしくはそれ以上の
補助フロートを着脱自在に設けて水面の凍結時に
は浮桟橋全体を所定の深さに水没保持することに
より、浮桟橋の損傷を防止すると共に保守管理の
簡便化を図るようにしたものである。
Therefore, in order to solve the above-mentioned problems, the present invention includes a water storage tank set to a predetermined capacity in the main body of the floating pier, and a submersible pump device for discharging the water stored in the tank to the water storage tank. An air pipe that extends upward and communicates with the atmosphere even when submerged is attached, and one or more auxiliary floats are detachably installed on the pier body to maintain the floating pier at a predetermined water level when submerged. By keeping the entire floating pier submerged at a predetermined depth when the pier freezes, damage to the pier is prevented and maintenance management is simplified.

〔作 用〕[Effect]

この発明に係る浮桟橋では、水面の凍結時期に
は貯水タンクに外部水を注入して浮桟橋自体を水
面下で保持し、凍結の解消時期には貯水タンク内
の水を排出して浮上させ使用する。
In the floating pier according to the present invention, when the water surface freezes, external water is injected into the water storage tank to maintain the floating pier itself under the water surface, and when the water surface is thawed, the water in the water tank is drained and floated. use.

〔実施例〕〔Example〕

次に、本発明に係る除塵用浮桟橋の好適な実施
例について添付図面を参照しながら以下詳細に説
明する。なお、説明の便宜上、従来の浮桟橋と同
様の構成部品については同一の符号を使用するも
のとする。
Next, preferred embodiments of the floating jetty for dust removal according to the present invention will be described in detail below with reference to the accompanying drawings. For convenience of explanation, the same reference numerals will be used for the same components as those of the conventional floating pier.

第1図乃至第3図において、本発明に係る浮桟
橋は、取水口2のガイドレール3,3に摺動自在
に装着される平面が略コ字状の桟橋本体5を有
し、この桟橋本体5を構成するフロート体4の所
定個所、すなわち、本実施例においては本体5の
各隅角部近傍に浮桟橋の重量をもとに所定の容量
に設定した貯水タンク10,12を対向させて設
置する。
1 to 3, the floating pier according to the present invention has a pier main body 5 with a substantially U-shaped plane that is slidably attached to the guide rails 3, 3 of the water intake 2. At predetermined locations of the float body 4 constituting the main body 5, that is, in the vicinity of each corner of the main body 5 in this embodiment, water storage tanks 10 and 12, each having a predetermined capacity based on the weight of the floating pier, are placed facing each other. and install it.

貯水タンク10,12の夫々には、例えば、
2.5m程度の長さに設定したエアーパイプ14,
16を立設すると共にこれらの貯水タンク14,
16相互を通水パイプ18を介して連通する。ま
た、一方の貯水タンク10内には排水用の水中ポ
ンプ装置20を付設してこのポンプ装置20の吐
出口に接続した排水パイプ22を外部に延在させ
る。
Each of the water storage tanks 10 and 12 includes, for example,
Air pipe 14 set to a length of about 2.5m,
16 and these water storage tanks 14,
16 communicate with each other via a water pipe 18. Furthermore, a submersible pump device 20 for drainage is attached to one of the water storage tanks 10, and a drain pipe 22 connected to a discharge port of this pump device 20 is extended to the outside.

なお、本体5頂部の所定個所には貯水タンク1
0,12および水中ポンプ装置20の点検用マン
ホール24と補助フロート26の係止紐28端部
に設けた係止具30(第3図参照)を係止するた
めの取付部材32が配設されている。
In addition, a water storage tank 1 is installed at a predetermined location on the top of the main body 5.
0, 12 and the inspection manhole 24 of the submersible pump device 20, and a mounting member 32 for locking a locking tool 30 (see FIG. 3) provided at the end of the locking string 28 of the auxiliary float 26. ing.

次に、このように構成される本発明に係る浮桟
橋の作用につき説明する。
Next, the operation of the floating pier according to the present invention constructed as described above will be explained.

まず、通常、すなわち、水面が凍結しない時期
は、従来の浮桟橋と同様に浮桟橋をフロート体4
の浮力により水位に応じてガイドレール3,3に
沿つて摺動浮遊させ、スクリーン部材6の作用で
取水口2内への塵芥等の流入を阻止する(第4a
図参照)。なお、この場合において貯水タンク1
0,12内は空の状態となつている。
First of all, normally, that is, when the water surface does not freeze, the floating pier is operated by the floating body 4 in the same way as a conventional floating pier.
Due to the buoyancy of the water, it slides and floats along the guide rails 3, 3 according to the water level, and the action of the screen member 6 prevents dust, etc. from flowing into the water intake 2 (No. 4a).
(see figure). In addition, in this case, water storage tank 1
0 and 12 are empty.

このようにして、水面が凍結するような時期が
到来したら、補助フロート26の係止具30を取
付部材32に取りつけた後、給水ポンプ装置(図
示せず)を使用して一方のエアーパイプ14を介
して貯水タンク10および12内に外部水を注入
することにより、浮桟橋自体の浮力を減少させて
水面が凍結しても支障のない深度、好ましくは
2m程度の深さに水没させた状態で補助フロート
26により保持する(第4b図参照)。なお、こ
の状態における水位の変動に対しては浮桟橋の減
少した浮力および補助フロート26の浮力により
摺動浮遊させる。
In this way, when the water surface freezes, after attaching the locking device 30 of the auxiliary float 26 to the mounting member 32, one air pipe 14 is pumped using a water supply pump device (not shown). By injecting external water into the water storage tanks 10 and 12 through the pier, the buoyancy of the floating pier itself is reduced to a depth that does not pose a problem even if the water surface freezes, preferably
It is held by an auxiliary float 26 while submerged in water to a depth of about 2 m (see Figure 4b). In addition, in response to fluctuations in water level in this state, the reduced buoyancy of the floating jetty and the buoyancy of the auxiliary float 26 cause the floating to slide.

また、水面の凍結が解消する時期になつたら、
一方もしくは両方のエアーパイプ14もしくは1
6を介して外部から空気を注入すると共に水中ポ
ンプ装置20を動作させて貯水タンク10および
12内の注入水を排出パイプ22を介して排出し
て浮力を増加させ(第4c図参照)、浮桟橋を水
面に浮上させて通常通り使用する。なお、補助フ
ロート26は貯水タンク10に着脱自在に配置し
たので、浮上後は取外して凍結時期まで適宜保管
できるので紛失したり破損するなどの不都合を回
避することができる。
Also, when the water surface freezes,
One or both air pipes 14 or 1
6, air is injected from the outside, and the submersible pump device 20 is operated to discharge the injected water in the water storage tanks 10 and 12 through the discharge pipe 22 to increase buoyancy (see Fig. 4c). Raise the pier to the surface of the water and use it normally. In addition, since the auxiliary float 26 is detachably arranged in the water storage tank 10, it can be removed after floating and stored as appropriate until freezing time, thereby avoiding inconveniences such as loss or damage.

〔発明の効果〕〔Effect of the invention〕

先に述べたように、本発明に係る除塵用浮桟橋
によれば、水面の凍結時期には浮桟橋自体を凍結
しても影響のない水面下に保持し、凍結が解消す
る時期には必要に応じて浮桟橋を水面に浮上させ
て使用することができるのでガイドレールや本体
フロートあるいはスクリーン部材等の損傷の防止
と共に耐久性の向上を図ることができる。また、
浮桟橋の陸揚保管作業を省略できるだけでなくそ
の保守管理費用も削減できる等種々の利点を有す
る。
As mentioned above, according to the floating jetty for dust removal according to the present invention, when the water surface freezes, the floating jetty itself is kept under the water surface where it will not be affected even if it freezes, and when the water surface is frozen, the floating jetty itself is maintained under the water surface where it is not affected by the freezing, and when the water surface is frozen, the floating jetty itself is kept under the water surface where it is not affected. Since the floating pier can be used while floating on the water surface depending on the situation, damage to the guide rail, main body float, screen member, etc. can be prevented and durability can be improved. Also,
This method has various advantages, such as not only being able to omit the work of landing and storing the floating pier, but also reducing its maintenance and management costs.

以上、本発明に係る除塵用浮桟橋の好適な実施
例につき説明したが、本発明はこの実施例に限定
されるものではなく本発明の精神を逸脱しない範
囲内において種々の設計変更をなし得ることは勿
論である。
Although the preferred embodiments of the floating jetty for dust removal according to the present invention have been described above, the present invention is not limited to these embodiments, and various design changes can be made without departing from the spirit of the present invention. Of course.

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

第1図は本発明に係る除塵用浮桟橋の好適な実
施例を示す平面説明図、第2図は第1図に示す浮
桟橋の一部省略正面図、第3図は第1図に示す浮
桟橋の断面説明図、第4図は第1図に示す浮桟橋
の使用時、水没時および再使用時における説明
図、第5図は取水塔に設置された従来の浮桟橋の
一部省略正面図、第6図は従来の浮桟橋の水面凍
結時における説明図である。 10,12……貯水タンク、14,16……エ
アーパイプ、18……通水パイプ、20……排水
用水中ポンプ装置、22……排水パイプ、26…
…補助フロート。
1 is an explanatory plan view showing a preferred embodiment of the floating pier for dust removal according to the present invention, FIG. 2 is a partially omitted front view of the floating pier shown in FIG. 1, and FIG. 3 is shown in FIG. 1. A cross-sectional explanatory diagram of a floating pier. Figure 4 is an explanatory diagram of the floating pier shown in Figure 1 when it is used, submerged, and reused. Figure 5 is a partially omitted diagram of a conventional floating pier installed in a water intake tower. The front view and FIG. 6 are explanatory diagrams of a conventional floating pier when the water surface is frozen. 10, 12... Water storage tank, 14, 16... Air pipe, 18... Water pipe, 20... Submersible drainage pump device, 22... Drain pipe, 26...
...Auxiliary float.

Claims (1)

【特許請求の範囲】[Claims] 1 取水塔のガイドレールにフロート体からなる
桟橋本体を摺動自在に設置するとともにこの桟橋
本体に除塵用スクリーン部材を配設した除塵用浮
桟橋において、桟橋本体の所定箇所に貯水タンク
を設け、この貯水タンクに該タンク内に貯留され
た水を排出するための水中ポンプ装置と上方に延
在して水没時にも大気と連通するエアーパイプと
を付設し、さらに桟橋本体に水没状態における浮
桟橋を所定の水深で保持する一もしくはそれ以上
の補助フロートを着脱自在に配置することを特徴
とする除塵用浮桟橋。
1. In a dust removal floating pier in which a pier body made of a float body is slidably installed on the guide rail of a water intake tower and a dust removal screen member is arranged on this pier body, a water storage tank is provided at a predetermined location on the pier body, This water storage tank is equipped with a submersible pump device for discharging the water stored in the tank and an air pipe that extends upward and communicates with the atmosphere even when submerged, and the pier itself is equipped with a floating pier in a submerged state. A floating pier for dust removal characterized by detachably disposing one or more auxiliary floats that hold the water at a predetermined water depth.
JP24821384A 1984-11-26 1984-11-26 Floating pier for removal of refuse afloat Granted JPS61126210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24821384A JPS61126210A (en) 1984-11-26 1984-11-26 Floating pier for removal of refuse afloat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24821384A JPS61126210A (en) 1984-11-26 1984-11-26 Floating pier for removal of refuse afloat

Publications (2)

Publication Number Publication Date
JPS61126210A JPS61126210A (en) 1986-06-13
JPH0214483B2 true JPH0214483B2 (en) 1990-04-09

Family

ID=17174863

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24821384A Granted JPS61126210A (en) 1984-11-26 1984-11-26 Floating pier for removal of refuse afloat

Country Status (1)

Country Link
JP (1) JPS61126210A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107034855B (en) * 2017-06-07 2018-12-04 浙江中孚流体机械有限公司 A kind of anti-icing hydraulic engineering gate

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4819336B1 (en) * 1969-05-22 1973-06-13
JPS5810451U (en) * 1981-07-10 1983-01-22 コニカ株式会社 toner developing device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5124761Y2 (en) * 1971-07-12 1976-06-24

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4819336B1 (en) * 1969-05-22 1973-06-13
JPS5810451U (en) * 1981-07-10 1983-01-22 コニカ株式会社 toner developing device

Also Published As

Publication number Publication date
JPS61126210A (en) 1986-06-13

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