JP6896206B2 - Divided vertical channel mud pumping device - Google Patents
Divided vertical channel mud pumping device Download PDFInfo
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- JP6896206B2 JP6896206B2 JP2019214614A JP2019214614A JP6896206B2 JP 6896206 B2 JP6896206 B2 JP 6896206B2 JP 2019214614 A JP2019214614 A JP 2019214614A JP 2019214614 A JP2019214614 A JP 2019214614A JP 6896206 B2 JP6896206 B2 JP 6896206B2
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本発明は、ダム、湖沼、河川、産業施設水槽等の水底沈殿物を回収又は除去するための揚泥装置に関するものである。 The present invention relates to a mud pumping device for collecting or removing bottom sediments of dams, lakes, rivers, industrial facility water tanks, and the like.
豪雨や土石流に依るダムへの流入土砂や、湖沼の泥土、河川における土砂の採取や除去、産業施設水槽での泥土等、実に多くの種類の水中沈殿物の回収や除去が必要とされており、これ等沈殿物の回収除去には実に多くの種類の装置が提供されている。
本願発明人においても、広い範囲の揚砂揚泥を可能にする特許第3895505号を取得し、特願第2015−116078号を出願しているが満足できるものではなく、これを改善する。
It is necessary to collect and remove many types of underwater sediments such as inflow sediment into dams due to heavy rain and debris flow, mud from lakes and marshes, collection and removal of sediment from rivers, and mud from industrial facility tanks. Many kinds of devices are provided for collecting and removing these precipitates.
The inventor of the present application has also obtained Patent No. 3895505, which enables a wide range of sand-lifting mud, and has applied for Japanese Patent Application No. 2015-116578, but this is not satisfactory and is improved.
吸入管の上流端吸水口を沈殿物に埋没させない高さに維持する上下方向水路部である補吸水筒を立設し、該補吸水筒壁に沿って窄穴配列した孔やスリット状の吸砂口を備え、該下方端を所定方向に転向させた該吸入管の管底又は管側壁にライン状に窄穴配列した孔やスリット状の吸砂口を備えた集砂管部を設け、或いは、該集砂管部を設けることなく送泥管に接続した該吸入管下流端を落差やサイフォン、動力ポンプ、ジェットポンプ、エアーリフトポンプ、真空装置等の揚水源に接続連通し、沈殿物を回収除去する揚泥装置における課題である。 A water suction tube, which is a vertical water channel that maintains the water suction port at the upstream end of the suction pipe at a height that does not allow it to be buried in the sediment, is erected, and holes or slit-shaped suction tubes arranged with constricted holes along the wall of the water suction tube are installed. A sand collecting pipe portion having a sand mouth and a hole in which constricted holes are arranged in a line or a slit-shaped sand suction port is provided on the bottom or side wall of the suction pipe whose lower end is turned in a predetermined direction. Alternatively, the downstream end of the suction pipe connected to the mud feeding pipe without providing the sand collecting pipe portion is connected to a head or a pumping source such as a siphon, a power pump, a jet pump, an air lift pump, or a vacuum device, and the sediment is deposited. This is a problem in the mud pumping equipment that collects and removes water.
補給水筒部に吸砂口を開口させた揚泥装置においては、該補吸水筒が縦方向水路であるが故に、装置休止中の堆積により吸砂口から侵入する沈殿物が、該補吸水筒内底部に堆積しやすく、閉塞状態になりやすいために、稼働開始時に揚水不能になることや、吸水に時間を要し円滑さを欠く大きな問題がある。 In the mud pumping device in which the sand suction port is opened in the make-up water cylinder portion, since the water absorption cylinder is a vertical water channel, the sediment that invades from the sand suction port due to the accumulation while the device is inactive is the water absorption cylinder. Since it easily accumulates on the inner bottom and tends to be blocked, there are major problems that water cannot be pumped at the start of operation and that it takes time to absorb water and lacks smoothness.
段落[0004]の揚泥装置の中、補吸水筒下方端を所定方向に転向させた下流に、吸砂口を開口させた集砂管部を設けて、長い距離の揚泥を行う揚泥装置(以降“覆水路揚泥装置”と称呼する)にあっては、揚水源に近い該集砂管下流端吸砂口が最も強く吸引され、該吸砂口上方がすり鉢状に開放され、該吸砂口より上流側は吸砂されなくなる“吸い破り現象”を生じやすくなる課題がある。 In the mud lifting device of paragraph [0004], a sand collecting pipe portion having a sand suction port is provided downstream of the water suction cylinder with the lower end turned in a predetermined direction, and the mud is lifted for a long distance. In the device (hereinafter referred to as "water-covered mud pumping device"), the sand suction port at the downstream end of the sand collecting pipe near the pumping source is sucked most strongly, and the upper part of the sand suction port is opened like a mortar. There is a problem that a "sucking phenomenon" in which sand is not absorbed on the upstream side of the sand suction port is likely to occur.
また、段落[0004]の揚泥装置の中、吸砂口を設けた補吸水筒の下方端最深部に、下方に向けた吸砂口を開口させ、或いは、該最深部に吸砂口を設けないで反転上昇させて、揚泥する形の揚泥装置(以降“縦形揚泥装置”と称呼する)においても、最深部の吸砂口、或いは、補給水筒部だけでの吸砂では吸砂濃度が低すぎる問題があり、補吸水筒に吸砂口を設け吸砂濃度を上げれば、稼働休止中の堆砂による該補吸水筒内底部の閉塞が生じやすくなる問題がある。 Further, in the mud pumping device of paragraph [0004], a sand suction port facing downward is opened at the deepest portion of the lower end of the water suction cylinder provided with the sand suction port, or a sand suction port is provided at the deepest portion. Even in a mud-lifting device (hereinafter referred to as a "vertical mud-lifting device") that inverts and raises mud without providing it, it absorbs sand at the deepest sand suction port or only at the make-up water cylinder. There is a problem that the sand concentration is too low, and if the sand absorption port is provided in the water absorption cylinder to increase the sand absorption concentration, there is a problem that the inner bottom of the water absorption cylinder is likely to be blocked by the sedimentation during the suspension of operation.
本発明では、吸砂口をライン状に開窄配列した補吸水筒内水路に、該水路に沿った仕切りを設け、吸砂口を開窄した側の吸砂口側流水路と、吸砂口を設けず上方水を吸入し通水する非吸砂口側流水路に分割し、該補吸水筒下辺の仕切り下方端で両水路を合流させ、吸入水と吸入沈殿物を混合させる。 In the present invention, a partition is provided along the water channel in the auxiliary water suction cylinder in which the sand suction ports are arranged in a line, and the sand suction port side flow channel on the side where the sand suction port is opened and the sand absorption port are provided. It is divided into a non-sand absorption port side flow channel that sucks and passes upper water without providing a mouth, and both water channels are merged at the lower end of the partition at the lower side of the auxiliary water absorption tube, and the suction water and the suction sediment are mixed.
長い距離範囲の沈殿物を回収除去することや、ポイント的小範囲を濃度高く吸砂吸泥することは、本願発明のみで達成できるものではなく、分割別願する発明を併用する。 Collecting and removing the precipitate in a long distance range and absorbing sand and mud in a small point range with a high concentration cannot be achieved only by the present invention, and the inventions separately applied for division are used in combination.
前述するように本願発明では、沈殿物に埋没する状態で水中沈殿物を回収除去する揚泥装置の、吸砂口を開口させた補吸水筒の閉塞を防止することに依り、装置稼働初期の通水、吸砂の円滑化を図ることで安定した運転が確保でき、覆水路揚泥装置においては吸砂距離の増加、最深部に下方に向けた吸砂口を設けた縦形揚泥装置においては、吸砂濃度の向上ができる効果がある。 As described above, in the present invention, the mud pumping device that collects and removes the sediment in water while being buried in the sediment prevents the water suction cylinder with the sand suction port from being blocked, and thus is in the initial stage of operation of the device. Stable operation can be ensured by facilitating water flow and sand absorption, increasing the sand absorption distance in the water-covered mud pumping device, and in the vertical mud pumping device with a downward sand suction port at the deepest part. Has the effect of improving the sand absorption concentration.
以下、本発明の実施形態を図1〜図11に基づいて説明する。 Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 11.
本発明の第1実施例は、図1に三面図を示し、集砂管1A及び補吸水筒2Aの各部断面図を図2、図3に示すように、上方端に補吸水口5を開口させた補吸水筒2A、埋没して吸砂する集砂管1A、上方端フランジを揚水源に接続する送泥管3Aを接続連通させた一連の吸入管1で構成する覆水路揚泥装置である。
補吸水筒2Aの補吸水口5を沈殿物上の水中に突出させる形で、集砂管1Aの一部、或は、全部が埋まった状態で通水稼働して周辺沈殿物を回収除去する装置である。
In the first embodiment of the present invention, a three-view view is shown in FIG. 1, and a water suction port 5 is opened at the upper end as shown in FIGS. 2 and 3 for cross-sectional views of each part of the sand collecting
By projecting the water absorption port 5 of the
集砂管1Aの送泥管3Aに近い部分には、図2(二)図に示すように集砂管1Aの直下部に該管路方向に開窄した吸砂口6があり、集砂管1Aの断面B部では図2(ホ)図に示す高さ位置の両側に吸砂口6を開窄し、断面C部では図3(へ)図に示す高さ位置に給砂口6が開窄されている。
In the portion of the sand collecting
補吸水筒2Aには、管壁に沿った縦方向の吸砂口7を開窄し、該補吸水筒2A内には図3(チ)図に断面を示すようにアングル形の仕切板4Aを設けて、非吸砂口側流水路dと吸砂口側流水路eに分割して、下方端の図1(イ)図に示すf部で合流し混合させる。
A vertical
該f部位置の集砂管1A下辺には、一段大きく開口させた先端吸砂口10を開口させて外部沈殿物の吸入を容易にする。
At the lower side of the sand collecting
又、吸砂口6の上流端上辺と吸砂口7間には、導水庇8を、図3(ト)図に示すように庇外方を低く傾斜させて設け、埋没時に該導水庇8下方の庇下空隙aを導水路にして、吸砂口7から吸砂口6への沈澱物吸入のつながりを図る。
Further, between the upper side of the upstream end of the
実施例2は、図4、図5、図6に図示するように、吸入管1の上流端である補吸水口5を開口した補吸水筒2Bを立設し、該下方端を転向した下流に逆U字形断面の半円形集砂管1B、該集砂管1Bと同軸線方向に伸びる送泥管3Bのフランジを揚水源に接続連通するようにした一連の吸入管1で構成した覆水路揚泥装置である。
該集砂管1Bの管側壁には吸砂口6,補吸水筒2Bの管壁には吸砂口7をスリット状に開窄したものである。
In the second embodiment, as shown in FIGS. 4, 5 and 6, a water suction cylinder 2B having an opening of a water suction port 5 which is an upstream end of the suction pipe 1 is erected, and the lower end is turned downstream. A water-covered channel composed of a semi-circular
A
補吸水筒2B内水路には、図5(ヌ)に図示するように平板の仕切板4Bで水路方向の仕切りを設け該水路を、吸砂口側流水路eと、非吸砂口側流水路dに分割したものである。
As shown in FIG. 5 (N), the water channel in the supplementary water absorption tube 2B is provided with a partition in the direction of the water channel by a flat
補吸水筒2Bの吸砂口7から集砂管1Bの吸砂口6上辺間には、外方に突出させた形に平板の導水庇8を設けて、沈殿物による埋没時に該導水庇8下に導水路を形成されやすくする。
Between the
実施例3は、図7に正面図を示し、図8、図9に側面図及び要部断面図を示すように、上辺中央にスリット状の吸砂口6を開口させた矩形状の集砂管1Cを持つ覆水路揚泥装置である。
In Example 3, as shown in FIG. 7, a front view is shown in FIG. 7, and a side view and a cross-sectional view of a main part are shown in FIGS. 8 and 9, a rectangular
本実施例の場合、補吸水筒2Cの仕切板4Cは断面アングル状部材で、縦方向吸砂口7を内部から囲う形に該水路方向に仕切り、吸砂口側流水路eと、非吸砂口側流水路dとに分割し、吸砂口7で縦方向に分断される該補吸水筒2Cを補強する。
In the case of this embodiment, the
補吸水筒2Cの吸砂口7から集砂管1Cの吸砂口6間の導水庇8は、吸砂口6が集砂管1C上面にあるために本実施例では、外形手鏡状平板の握り手部分を吸砂口6の上流端上方位置にして、集砂管1C上面と隙間を空けた上位の補吸水筒2C下辺に装着し、該導水庇8下に導水路を形成しやすくして吸砂の連続性を維持する。
Since the
実施例4は、図10(ノ)図に正面図を示し、(オ)図に側面図を示すように、吸入管1の上流端である吸水口5を上方端に開口させ補吸水筒2Fと、揚水源に接続するフランジを上方端に備えた送泥管3Fを併置立設し、該両下方端最深部を集砂管1Fで吸砂口10Fを下向きに開口させて接続し、該補吸水筒2Fの管壁に該管壁に沿った縦方向にスリット状に開窄した吸砂口7を開口させた、∪字形に構成した吸入管1の縦形揚泥装置であり、水底沈殿物面に降下させながら浚渫や採砂作業を行うことや、水底に定置する形で揚砂揚泥する装置である。
In the fourth embodiment, as shown in the front view in FIG. 10 (no) and the side view in the figure (e), the water suction port 5 which is the upstream end of the suction pipe 1 is opened to the upper end to supplement the
図11(ク)図に図10(ノ)図のA部集砂管1Fの断面を示し、(ヤ)図にB−B断面を示すように、送泥管3Fと補吸水筒2F間の両側面を側板18Fで塞ぎ、該両側板18F間に上下方向の空間水路kを形成し、埋没時に上方水を吸砂口10Fに近接して外部給水を行ない沈殿物の吸入を促進する。
As shown in FIG. 11 (c) and FIG. 10 (c), the cross section of the
本実施例の補吸水筒2Fの仕切板4Fは、図10(ヤ)に示すようにアングル状部材で吸砂口側流水路eと、非吸砂口側流水路dに補吸水筒2F内水路を分割して、泥砂の吸入と上方水の確実な吸入を別々に行い、下方吸砂口10F近くで合流混合させる。
As shown in FIG. 10 (a), the
補吸水筒2Fに設けた吸砂口7は、埋没状態での稼働時に、沈殿物上面からの流入水が洗掘、掃流作用しながら吸入されるために吸砂効果を高められるものである。
補吸水筒2Fからの流入水量を調整する場合は、補吸水筒2Fの径を変更することや、補吸水口5の網目開口面積を増減することで調整できる。
The
When adjusting the amount of inflow water from the
本実施例4の縦形揚泥装置の場合では、装置下辺に、下方周辺に向けた圧力水噴射や、杭状の破砕棒、或は、定置するための脚を備えるができる。 In the case of the vertical mud pumping device of the fourth embodiment, the lower side of the device can be provided with a pressure water injection toward the lower periphery, a pile-shaped crushing rod, or a leg for immobilization.
本発明はダム湖における堆砂のポイント排砂、浚渫、定点排砂や、発電、潅漑、上水道等の用水取水口堆砂の回収除去、産業プラントや各種施設の雨水や排水路の除砂除泥、下水道や水処理装置の沈殿物回収除去等を安定的に行いやすくするものであり、撹拌機構を要せず、周辺水を濁さない環境にやさしい省エネルギー揚泥装置として貢献できる。 The present invention provides point sand removal, dredging, fixed point sand removal of sediment in dam lakes, collection and removal of water intake sediment for power generation, irrigation, water supply, etc., and removal of rainwater and drainage channels of industrial plants and various facilities. It facilitates the stable collection and removal of mud, sewers, and sediments in water treatment equipment, does not require a stirring mechanism, and can contribute as an environment-friendly energy-saving mud pumping device that does not turbid the surrounding water.
1 吸入管(吸水口5から送泥管3A、3B、3C、3F、いずれかの下流端まで)
1A、1B,1C,1F 装置それぞれの集砂管
2 補吸水筒(全体を指す時)
2A,2B,2C,2F 装置それぞれの補吸水筒
3A、3B、3C、3F 装置それぞれの送泥管
4A、4B、4C、4F 装置それぞれの仕切板
5 補吸水口
6 集砂管の吸砂口
7 補吸水筒の吸砂口
8 導水庇
9 つなぎリブ
10 先端吸砂口
10F 吸砂口
11 丸鉄(ストレーナ)
12 脚
13 リブ
14 リブ
15 リブ
16 支承リブ
17 丸鉄
18F 側板
21 補強材
22 補強材
a 導水庇8下の導水路
b つなぎリブ9の吸砂口6部の隙間
c 脚リブ13,14の吸砂口6部の隙間
d 補吸水筒2の非吸砂口側流水路
e 補吸水筒2の吸砂口側流水路
f 集砂管1と補吸水筒2の合流点
h 脚リブ15の導水庇8下隙間
i 支承リブ16の吸砂口6上辺隙間
j 脚12の集砂管直下部隙間
k 送泥管3Fと補吸水筒2F間の空間水路
1 Suction pipe (from water suction port 5 to
1A, 1B, 1C, 1F Sand collection pipe for each
2A, 2B, 2C, 2F Water absorption cylinders for each
12 Leg 13 Rib 14
Claims (1)
In the suction pipe of the mud pumping device that collects or removes the sediment in water, the mud feeding pipe that connects the downstream end of the suction pipe to the pumping source is arranged so as to be buried in the sediment that accumulates on the bottom of the water. If necessary, a sand collecting pipe with an open sand suction port is connected and intervened, and then an upwardly extending water absorbing cylinder is opened in the water above the sediment so that the water above the sediment can be sucked, and the connection is communicated. Then, a partition plate was provided in the water passage in the water absorbing cylinder along the direction of the water channel, and the water passage in the water absorbing cylinder was arranged by constricting a hole or a slit-shaped sand suction port along the pipe wall for a certain section. A mud pumping device in which a water inlet side flow channel and a non-sand suction port side flow channel that sucks only upper water are divided into inflows, and the water is merged and mixed at the lower end of the partition plate on the lower side of the auxiliary water absorption tube.
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JP2016011674A JP6689503B2 (en) | 2016-01-25 | 2016-01-25 | Lifting sand mud device using covered channel |
JP2019214614A JP6896206B2 (en) | 2016-01-25 | 2019-11-27 | Divided vertical channel mud pumping device |
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US3638432A (en) * | 1969-04-28 | 1972-02-01 | Townsend L Schoonmaker | Stationary dredging apparatus |
JP3895505B2 (en) * | 1999-06-24 | 2007-03-22 | 虎男 井上 | Equipment for collecting and transferring sediment |
JP4663145B2 (en) * | 2001-03-30 | 2011-03-30 | 橋本 徹 | Underwater sediment flow method using hydrostatic pressure, pipe with opening and underwater sediment flow facility |
JP4195214B2 (en) * | 2001-11-01 | 2008-12-10 | ヤコブセン トム | A dredge apparatus using a pipe having an opening at a bent portion |
JP5737675B2 (en) * | 2011-03-09 | 2015-06-17 | 井上 虎男 | Sabo weir |
JP5703110B2 (en) * | 2011-04-25 | 2015-04-15 | 五洋建設株式会社 | Fixed dredging equipment and construction method with buried perforated pipe |
WO2013084303A1 (en) * | 2011-12-06 | 2013-06-13 | ヤコブセン トム | Facility for transporting underwater sedimentation by suction and method for capturing foreign matter |
JP6395392B2 (en) * | 2014-02-07 | 2018-09-26 | 一般財団法人水源地環境センター | Earth and sand discharging device and earth and sand discharging method |
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