JP2008297834A - Fixed sucking/conveying device - Google Patents

Fixed sucking/conveying device Download PDF

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Publication number
JP2008297834A
JP2008297834A JP2007146756A JP2007146756A JP2008297834A JP 2008297834 A JP2008297834 A JP 2008297834A JP 2007146756 A JP2007146756 A JP 2007146756A JP 2007146756 A JP2007146756 A JP 2007146756A JP 2008297834 A JP2008297834 A JP 2008297834A
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Japan
Prior art keywords
sand
opening
closing device
suction port
sucking
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Pending
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JP2007146756A
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Japanese (ja)
Inventor
Hitoshi Katagiri
仁 片桐
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TSP KK
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TSP KK
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Priority to JP2007146756A priority Critical patent/JP2008297834A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a fixed sucking/conveying device capable of stably maintaining sand discharging performance by properly controlling the sediment deposited on the bottom of a large-scale reservoirs including dam lakes during the operating period over a long period of time. <P>SOLUTION: An opening/closing device 11 having pumping function is installed between a sand discharge tube body 1 and a suction port 3. Obstruction can be collapsed by generating pulsating flow. The sucking/conveying device can be easily maintained and operated for a long period by separating the opening/closing device 11 from the sand discharge tube body 1. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は水底に堆積する砂泥を吸引搬送除去する装置に関するものである。   The present invention relates to an apparatus for sucking and conveying sand mud accumulated on a water bottom.

ダム湖を含めた大規模な貯水池に於いて、水底に堆積する砂泥を吸引搬送除去する固定式排砂管として特開2002−294677号公報のハイドロパイプと特開2005−2609号公報のマルチホールサクション排砂管が知られている。構造的には両者とも管下面に複数の吸入口を軸方向に設け、水位差による水の移動を利用し排砂を行っている。これらの装置は構造が簡単な事と、排砂に要するエネルギーを基本的には必要としない等、経済的に優れていると考えられている。
特開2002-294677号公報 特開2005−2609号公報
In a large-scale reservoir including a dam lake, a hydropipe disclosed in Japanese Patent Application Laid-Open No. 2002-294677 and a multi-purpose disclosed in Japanese Patent Application Laid-Open No. Hole suction sand pipes are known. Structurally, in both cases, a plurality of suction ports are provided in the axial direction on the lower surface of the pipe, and sand is discharged using the movement of water due to the difference in water level. These devices are considered to be economically superior because they have a simple structure and basically do not require the energy required for sand removal.
JP 2002-294677 A Japanese Patent Laying-Open No. 2005-2609

しかし、ハイドロパイプは繰返しの使用で常に安定した動作を再現できる技術なのか疑問が残る。さらに、両技術とも管内と吸入口付近の閉塞に対して明確な対策が確立されているとは言えない。また,マルチホールサクション排砂管では吸入口開閉装置を排砂管の真下に設けているため、長期間の運用での開閉装置の取替え工事などを含めた保守点検作業に問題がある。   However, the question remains whether hydropipe is a technology that can always reproduce stable operation through repeated use. Furthermore, it cannot be said that a clear measure has been established for both technologies in the block and in the vicinity of the suction port. In addition, since the multi-hole suction sand pipe has an inlet opening / closing device directly under the sand discharging pipe, there is a problem in maintenance and inspection work including replacement work of the opening / closing device in a long-term operation.

本発明は、吸入口を排砂管本体から外部に設ける事により吸入口と排砂管との間にスペースが生まれ、ゲートバルブ等の汎用バルブを含め、開閉装置の機械構造の選択を広げられる。本発明では、全ての吸入口にプランジャーあるいはダイアフラム等のポンプ機能を有する構造の開閉装置を用いる事で、閉塞が発生した場合には開閉動作を繰り返し、脈流を発生させ、閉塞部を崩壊させる機能を持つ吸引搬送装置である。   In the present invention, a space is created between the suction port and the sand discharge pipe by providing the suction port from the sand discharge pipe main body, and the selection of the mechanical structure of the switchgear including a general-purpose valve such as a gate valve can be expanded. . In the present invention, by using an opening / closing device having a pump function such as a plunger or a diaphragm for all of the suction ports, when an obstruction occurs, the opening / closing operation is repeated to generate a pulsating flow and collapse the obstruction portion. This is a suction conveyance device having a function of causing

さらに、導水口にスライドバルブを設け、これを閉じる事で発生させる脈流の圧力を拝砂管内に留める事により、閉塞部の崩壊を促進する事が出来る。   Furthermore, by providing a slide valve at the water inlet and closing the pressure of the pulsating flow generated by closing it in the sand pipe, it is possible to promote the collapse of the blockage.

本発明の脈流発生機能を有する吸入口開閉装置により、固定式排砂管の問題点であった閉塞を解決できる。   The suction port opening / closing device having the pulsating flow generation function of the present invention can solve the blockage which has been a problem of the fixed sand discharge pipe.

さらに、吸入口を排砂管本体の外に設ける事で開閉装置の交換作業も含めた、維持管理業務も容易になる事から、長期の運用が可能になる。   Furthermore, since the suction port is provided outside the sand pipe main body, maintenance work including replacement of the switchgear becomes easy, so that long-term operation is possible.

本発明の全体外略図を図1に示す。排砂管本体1を杭6と受け台7により水底より離し固定する。   An overall schematic view of the present invention is shown in FIG. The sand pipe main body 1 is fixed away from the water bottom by the pile 6 and the cradle 7.

固定された排砂管本体1と吐出口側の管は自在継手8により接続され設置の際に起こる位置の狂いを補正する。   The fixed sand discharge pipe main body 1 and the pipe on the discharge port side are connected by a universal joint 8 to correct a position error that occurs during installation.

本装置の通常の運用は自然堆積、あるいは集砂により図2に示すように排砂管上を砂泥12が覆う状態で行われる。   The normal operation of this apparatus is performed in a state where the sand mud 12 covers the sand discharge pipe as shown in FIG. 2 by natural sedimentation or sand collection.

垂直円筒の最上部に設けた導水口2は通常スライドバルブディスク9により閉じられている。これにより待機期間中に流入する砂泥が排砂管内に侵入する事を防止する。このスライドバルブは閉じた状態にする事で、閉塞部の崩壊作業時に用いる脈流の圧力を管内に留めることができる事と、逆流による湖内の汚濁を防ぐ効果も有する。   The water inlet 2 provided at the top of the vertical cylinder is normally closed by a slide valve disk 9. This prevents sand mud flowing during the standby period from entering the sand discharge pipe. By closing this slide valve, it is possible to keep the pressure of the pulsating flow used during the collapse operation of the blockage in the pipe and to prevent the lake from being polluted by backflow.

図4と図5は排砂管本体1に取り付けられた開閉装置11を図1中の断面B−B’より見たものである。プランジャー式開閉装置の閉状態を図4(a)に、開状態を図4(b)に示す。ダイアフラム式開閉装置の閉状態を図5(a)に、開状態を図5(b)に示す。   4 and 5 show the opening / closing device 11 attached to the sand discharge pipe main body 1 as seen from a cross section B-B 'in FIG. FIG. 4A shows the closed state of the plunger type opening / closing device, and FIG. 4B shows the open state. FIG. 5A shows the closed state of the diaphragm type opening / closing device, and FIG. 5B shows the open state.

プランジャー式開閉装置の構造は、プランジャー13にパッキン14を装着し、弁体15にはシール16をはさみ、圧力口18を設けた蓋17を取り付ける。圧力口18から部屋19に加圧した水または空気を送り込む事により閉状態とする。開状態にするには、部屋19内に送り込まれている水または空気を吸引し、負圧にする事により行われる。   In the structure of the plunger type opening / closing device, a packing 14 is attached to the plunger 13, a seal 16 is sandwiched between the valve body 15, and a lid 17 provided with a pressure port 18 is attached. A closed state is established by supplying pressurized water or air from the pressure port 18 to the room 19. In order to make it open, water or air fed into the room 19 is sucked into a negative pressure.

ダイアフラム式開閉装置はダイアフラム20により同様の操作を行う事で動作する。   The diaphragm type opening / closing device operates by performing the same operation with the diaphragm 20.

図1では吸入口3は真横に配置しているが、堆積物の性状あるいは水底の形状によっては図6に示すような形も可能となる。図6(a)では吸入口3は斜め下方から、図6(b)は真下から、図6(c)は水底により近いところからの排砂に適用する。   In FIG. 1, the suction port 3 is arranged directly beside, but depending on the property of the deposit or the shape of the water bottom, a shape as shown in FIG. 6 is possible. 6 (a), the suction port 3 is applied obliquely from below, FIG. 6 (b) is applied from directly below, and FIG. 6 (c) is applied to sand removal from a place closer to the water bottom.

排砂作業の開始は、先ずスライドバルブディスク9を水圧あるいは空圧で駆動するアクチュエータ10で図2(b)に示すように導水口2を開ける。   In order to start the sand removal operation, the water inlet 2 is first opened as shown in FIG. 2B by the actuator 10 that drives the slide valve disk 9 with water pressure or pneumatic pressure.

次に吐出口4に設けたバルブ5を開け排砂管に通水する。   Next, the valve 5 provided at the discharge port 4 is opened and water is passed through the sand discharge pipe.

通水を確認した後、任意の開閉装置11を開け吸入口3より堆積した砂泥12を吸引搬送し排砂を行う。排砂の計画によっては、同時に複数の吸入口を開ける事も可能である。   After confirming the water flow, the optional opening / closing device 11 is opened, and the sand mud 12 accumulated from the suction port 3 is sucked and conveyed to discharge the sand. Depending on the sand removal plan, it is possible to open several inlets at the same time.

閉塞が発生した場合には、導水口2を閉じ、バルブ5を開け通水が可能な状態にしておく。管内閉塞の場合は、閉塞部に最も近い上流の開閉装置を作動し閉塞を崩壊させる。吸入口での閉塞は、閉塞している場所の開閉装置を作動し閉塞を崩壊させる。   When the blockage occurs, the water inlet 2 is closed and the valve 5 is opened to allow water to pass. In the case of intravascular blockage, the upstream switchgear closest to the blockage is actuated to collapse the blockage. The blockage at the suction port operates the opening / closing device at the blockage location to collapse the blockage.

繰返し使用する事により、将来的に必ず発生すると考えられる、浚渫を必要とする吸入口付近の大規模な閉塞では、吸入口の外側に穴を掘り、開閉装置を作動し、そこに閉塞の原因となる過剰な堆積物を落下させる事により、装置の機能を回復する事が出来る。   In the case of large-scale blockage near the suction port that requires sputum that is expected to occur in the future by repeated use, a hole is dug outside the suction port and the switchgear is operated to cause the blockage. The function of the device can be restored by dropping excessive deposits.

この方法により、浚渫を行う場合でも排砂管を損傷させるような事故は発生しない。   With this method, even when dredging, accidents that damage the sand discharge pipe do not occur.

固定式排砂管の概略図Schematic diagram of fixed sand discharge pipe 排砂を開始する状態図State diagram to start sand removal 導水口の構造Structure of water inlet プランジャー式開閉装置の構造図Structure of plunger type switchgear ダイアフラム式開閉装置の構造図Structure diagram of diaphragm type switchgear 吸入口の形状Inlet shape

符号の説明Explanation of symbols

1 排砂管本体
2 導水口
3 吸入口
4 吐出口
5 バルブ
6 杭
7 受け台
8 自在継手
9 スライドバルブディスク
10 アクチュエータ
11 開閉装置
12 堆砂土砂
13 プランジャー
14 パッキン
16 シール
17 蓋
18 圧力口
19 部屋
20 ダイアフラム
DESCRIPTION OF SYMBOLS 1 Sand discharge pipe main body 2 Water inlet 3 Inlet 4 Discharge 5 Valve 6 Pile 7 Pedestal 8 Universal joint 9 Slide valve disk 10 Actuator 11 Opening and closing device 12 Sand sediment 13 Plunger 14 Packing 16 Seal 17 Lid 18 Pressure port 19 Room 20 Diaphragm

Claims (3)

排砂管本体の外部に、脈流発生機能を有する開閉装置を吸入口に設けた事を特徴とする、水底に堆積した砂泥を吸引搬送除去する装置。   An apparatus for sucking, transporting and removing sand mud accumulated on the bottom of the water, characterized in that an opening / closing device having a pulsating flow generation function is provided outside the sand discharge pipe main body at the suction port. 排砂管の導水口にスライドバルブを設け、請求項1の機能を補助する吸引搬送装置。   A suction conveyance device for assisting the function of claim 1 by providing a slide valve at a water inlet of the sand discharge pipe. 各吸入口の開閉を水あるいは空気等の流体により加圧、吸引を行う事で一本の配管で動作する、開閉装置を持つ吸引搬送装置。   A suction conveyance device having an opening and closing device that operates with a single pipe by pressurizing and sucking each suction port with a fluid such as water or air.
JP2007146756A 2007-06-01 2007-06-01 Fixed sucking/conveying device Pending JP2008297834A (en)

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JP2007146756A JP2008297834A (en) 2007-06-01 2007-06-01 Fixed sucking/conveying device

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019112A (en) * 2011-07-07 2013-01-31 Electric Power Dev Co Ltd Suction conveyance device for underwater sediment and suction conveyance method for underwater sediment
JP2015158089A (en) * 2014-02-24 2015-09-03 株式会社大林組 sediment discharge system and sediment discharge method
JP2017002528A (en) * 2015-06-08 2017-01-05 井上 晃一 Sedimentary sand collection device in dam, river, and intake channel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019112A (en) * 2011-07-07 2013-01-31 Electric Power Dev Co Ltd Suction conveyance device for underwater sediment and suction conveyance method for underwater sediment
JP2015158089A (en) * 2014-02-24 2015-09-03 株式会社大林組 sediment discharge system and sediment discharge method
JP2017002528A (en) * 2015-06-08 2017-01-05 井上 晃一 Sedimentary sand collection device in dam, river, and intake channel

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