JP4913354B2 - Gravel unloading device and gravel unloading method - Google Patents

Gravel unloading device and gravel unloading method Download PDF

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JP4913354B2
JP4913354B2 JP2005095143A JP2005095143A JP4913354B2 JP 4913354 B2 JP4913354 B2 JP 4913354B2 JP 2005095143 A JP2005095143 A JP 2005095143A JP 2005095143 A JP2005095143 A JP 2005095143A JP 4913354 B2 JP4913354 B2 JP 4913354B2
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hopper
pipe
water
gravel
flow
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JP2006273506A (en
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森幸 嶋井
正敏 川田
啓介 大津
三夫 千々岩
康夫 山村
武夫 森本
好孝 小室
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Kajima Corp
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Description

本発明は、砂利の搬出装置および砂利の搬出方法に関するものである。   The present invention relates to a gravel carry-out device and a gravel carry-out method.

従来、鉄道の線路のバラストを搬出する際には、(1)掘削したバラストをコンベヤに載せて搬送する方法(例えば、特許文献1参照)があった。また、土木・建築現場で掘削した土砂を搬出する際には、(2)流動性を持たせた土砂を、輸送管を介してポンプ等で圧送する方法があった(例えば、特許文献2参照)。   Conventionally, when carrying out the ballast of a railway track, there has been (1) a method of carrying the excavated ballast on a conveyor (for example, see Patent Document 1). Moreover, when carrying out the earth and sand excavated at the civil engineering / construction site, there is a method of (2) pumping the earth and sand having fluidity with a pump or the like through a transport pipe (for example, see Patent Document 2). ).

特開平7−113203号公報JP-A-7-113203 特開平5−239848号公報JP-A-5-239848

しかしながら、(1)の方法は、短距離の輸送に用いられるものであった。(2)の方法は、土砂の輸送に用いられるものであり、バラスト等の砂利の輸送に用いた場合、1日当たりの搬出量が少ない、輸送管が閉塞する等の問題があった。   However, the method (1) is used for short-distance transportation. The method (2) is used for transportation of earth and sand, and when used for transportation of gravel such as ballast, there are problems such as a small amount of carry out per day and a blockage of a transportation pipe.

本発明は、このような問題に鑑みてなされたもので、その目的とするところは、バラスト等の砂利を、大きな輸送能力で、長距離輸送できる砂利の搬出装置および砂利の搬出方法を提供することにある。   The present invention has been made in view of such problems, and an object of the present invention is to provide a gravel unloading apparatus and gravel unloading method capable of transporting gravel such as ballast over a long distance with a large transportation capacity. There is.

前述した目的を達成するための第1の発明は、ホッパと、前記ホッパに水を供給する供給手段と、前記ホッパの下端に連結され、内部に一定方向の水流を有する配管と、前記配管の、前記ホッパとの連結部の上流側に設けられた縮径部材と、前記配管の、前記ホッパとの連結部より下流側に設けられたサクションポンプと、を具備し、前記サクションポンプを用いて、前記配管に一定方向の水流を起こし、前記配管内の水を前記縮径部材を介して前記連結部に流入させることにより前記連結部内の水圧を低下させつつ、前記ホッパに投入した砂利と、前記供給手段から前記ホッパに供給した水とを前記連結部を介して前記配管に流入させることを特徴とする砂利の搬出装置である。 A first invention for achieving the above-described object includes a hopper, supply means for supplying water to the hopper, a pipe connected to a lower end of the hopper and having a water flow in a certain direction inside, A reduced-diameter member provided on the upstream side of the connecting portion with the hopper, and a suction pump provided on the downstream side of the connecting portion with the hopper of the pipe, and using the suction pump Gravel introduced into the hopper while lowering the water pressure in the connecting part by causing a water flow in a certain direction to the pipe and causing the water in the pipe to flow into the connecting part via the reduced diameter member; A gravel carrying-out apparatus characterized in that water supplied from the supply means to the hopper flows into the pipe through the connecting portion.

砂利とは、鉄道の軌道の骨材、バラスト、砕石等である。縮径部材とは、例えばジェットノズルであり、ジェットノズルは、連結部内にジェットを噴射させる。ジェットノズルの噴出口の径は、必要に応じて可変とするのが望ましい。   Gravel is aggregate, ballast, crushed stone, etc. of railway tracks. The reduced diameter member is, for example, a jet nozzle, and the jet nozzle ejects a jet into the connecting portion. It is desirable to make the diameter of the jet nozzle outlet variable as required.

第2の発明は、ホッパと、前記ホッパに水を供給する供給手段と、前記ホッパの下端に連結され、内部に一定方向の水流を有する配管と、前記配管の、前記ホッパとの連結部の上流側に設けられた縮径部材と、前記配管の、前記ホッパとの連結部より下流側に設けられたサクションポンプと、を具備する砂利の搬出装置を用い、前記サクションポンプを用いて、前記配管に一定方向の水流を起こし、前記配管内の水を前記縮径部材を介して前記連結部に流入させることにより前記連結部内の水圧を低下させつつ、前記ホッパに投入した砂利と、前記供給手段から前記ホッパに供給した水とを前記連結部を介して前記配管に流入させることを特徴とする砂利の搬出方法である。 According to a second aspect of the present invention, there is provided a hopper, a supply means for supplying water to the hopper, a pipe connected to a lower end of the hopper and having a water flow in a fixed direction, and a connecting portion of the pipe to the hopper. Using a gravel carry-out device comprising a reduced-diameter member provided on the upstream side, and a suction pump provided on the downstream side of the connecting portion of the pipe with the hopper , using the suction pump, Gravity introduced into the hopper while reducing the water pressure in the connecting part by causing water flow in a certain direction to the pipe and flowing water in the pipe into the connecting part via the reduced diameter member, and the supply A method for carrying out gravel, characterized in that water supplied from the means to the hopper flows into the pipe via the connecting portion.

砂利とは、鉄道の軌道の骨材、バラスト、砕石等である。縮径部材とは、例えばジェットノズルであり、ジェットノズルは、連結部内にジェットを噴射させる。ジェットノズルの噴出口の径は、必要に応じて可変とするのが望ましい。   Gravel is aggregate, ballast, crushed stone, etc. of railway tracks. The reduced diameter member is, for example, a jet nozzle, and the jet nozzle ejects a jet into the connecting portion. It is desirable to make the diameter of the jet nozzle outlet variable as required.

本発明によれば、バラスト等の砂利を、大きな輸送能力で、長距離輸送できる砂利の搬出装置および砂利の搬出方法を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the gravel carrying-out apparatus and gravel carrying-out method which can carry gravel, such as a ballast, for a long distance with a big transport capability can be provided.

以下、図面に基づいて、本発明の実施の形態を詳細に説明する。図1は、搬出装置2の立面図を、図2は、搬出装置2の平面図を、図3は、ホッパ1近辺の拡大図を示す。図1、図2に示すように、搬出装置2は、ホッパ1、排水用配管5、サクションポンプ7、循環用水槽9、給水用配管17、注水用配管19、ジェットノズル25、ベルトコンベヤ29等からなる。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 is an elevation view of the unloading device 2, FIG. 2 is a plan view of the unloading device 2, and FIG. 3 is an enlarged view of the vicinity of the hopper 1. FIG. As shown in FIGS. 1 and 2, the unloading device 2 includes a hopper 1, a drain pipe 5, a suction pump 7, a circulation water tank 9, a water supply pipe 17, a water injection pipe 19, a jet nozzle 25, a belt conveyor 29, and the like. Consists of.

図3に示すように、ホッパ1は、漏斗状の本体39と、本体39の下方の投入用管41と、投入用管41に設けられたバルブ3とで構成される。本体39の断面は、例えば、図2に示すように円形とする。ホッパ1の下端部は、排水用配管5に連結される。ホッパ1は、排水用配管5にバラスト31を投入するためのものである。   As shown in FIG. 3, the hopper 1 includes a funnel-shaped main body 39, a charging pipe 41 below the main body 39, and a valve 3 provided on the charging pipe 41. The cross section of the main body 39 is, for example, circular as shown in FIG. The lower end of the hopper 1 is connected to the drain pipe 5. The hopper 1 is for putting a ballast 31 into the drain pipe 5.

図1、図2に示すように、排水用配管5は、途中にサクションポンプ7を有する。サクションポンプ7は、排水用配管5内に、矢印Aに示す方向の水流を起こすものである。図2に示すように、ホッパ1、排水用配管5は、鉄道35に沿って配置される。排水用配管5の下流側の端部53は、搬出用基地49上に達する。搬出用基地49には、バラスト置き場51、循環用水槽9が設置される。搬出用基地49は、例えば、道路37上等に配置される。   As shown in FIGS. 1 and 2, the drainage pipe 5 has a suction pump 7 on the way. The suction pump 7 causes water flow in the direction indicated by the arrow A in the drainage pipe 5. As shown in FIG. 2, the hopper 1 and the drainage pipe 5 are arranged along a railway 35. The downstream end 53 of the drainage pipe 5 reaches the carry-out base 49. In the carry-out base 49, a ballast storage place 51 and a circulating water tank 9 are installed. The unloading base 49 is disposed on the road 37, for example.

循環用水槽9内には、適量の水33が貯蔵される。循環用水槽9内には、水中ポンプ11が設置される。水中ポンプ11は、給水用配管17の一端に連結される。水中ポンプ11は、給水用配管17内に、矢印Bに示す方向の水流を起こすものである。給水用配管17は、水中ポンプ11との連結部付近に逆止弁13を有し、逆止弁13の下流側にバルブ15を有する。   An appropriate amount of water 33 is stored in the circulation water tank 9. A submersible pump 11 is installed in the circulation water tank 9. The submersible pump 11 is connected to one end of the water supply pipe 17. The submersible pump 11 causes a water flow in the direction indicated by the arrow B in the water supply pipe 17. The water supply pipe 17 has a check valve 13 in the vicinity of the connecting portion with the submersible pump 11, and a valve 15 on the downstream side of the check valve 13.

給水用配管17は、図2に示すように、排水用配管5と同様に、鉄道35に沿って配置される。給水用配管17は、ホッパ1付近で分岐し、分岐部分は注水用配管19となる。注水用配管19は、バルブ21を有する。注水用配管19は、ホッパ1に水33を供給する供給手段である。   As shown in FIG. 2, the water supply pipe 17 is arranged along the railway 35, similarly to the drain pipe 5. The water supply pipe 17 branches near the hopper 1, and the branched portion becomes a water injection pipe 19. The water injection pipe 19 has a valve 21. The water injection pipe 19 is a supply means for supplying water 33 to the hopper 1.

給水用配管17の下流側の端部27は、排水用配管5の上流側の端部に連結される。排水用配管5と給水用配管17とは、排水用配管5とホッパ1との連結部47の上流側で連結される。給水用配管17は、注水用配管19との分岐部分と端部27との間にバルブ23を有する。   The downstream end 27 of the water supply pipe 17 is connected to the upstream end of the drainage pipe 5. The drain pipe 5 and the water supply pipe 17 are connected on the upstream side of the connecting portion 47 between the drain pipe 5 and the hopper 1. The water supply pipe 17 has a valve 23 between a branch portion of the water supply pipe 19 and the end portion 27.

給水用配管17の端部27には、縮径部材であるジェットノズル25が設けられる。ジェットノズル25の先端の径は、例えば、給水用配管1の径の半分程度とする。ジェットノズル25は、排水用配管5とホッパ1との連結部47にジェット43を噴出する。   A jet nozzle 25 that is a reduced diameter member is provided at the end 27 of the water supply pipe 17. The diameter of the tip of the jet nozzle 25 is, for example, about half of the diameter of the water supply pipe 1. The jet nozzle 25 ejects the jet 43 to the connecting portion 47 between the drainage pipe 5 and the hopper 1.

排水用配管5、給水用配管17は、複数の管で構成するのが望ましい。これにより、バラスト31の掘削位置に応じて排水用配管5、給水用配管17のを構成する管の数を変更し、配管長さを調整することができる。   The drainage pipe 5 and the water supply pipe 17 are preferably composed of a plurality of pipes. Thereby, according to the excavation position of the ballast 31, the number of pipe | tubes which comprise the piping 5 for drainage and the piping 17 for water supply can be changed, and piping length can be adjusted.

ベルトコンベヤ29は、ホッパ1付近に設置される。ベルトコンベヤ29は、鉄道35の軌道から掘削したバラスト31をホッパ1まで輸送し、ホッパ1に投入する。   The belt conveyor 29 is installed near the hopper 1. The belt conveyor 29 transports the ballast 31 excavated from the track of the railway 35 to the hopper 1 and puts it into the hopper 1.

次に、搬出装置2の動作について説明する。鉄道35の軌道のバラスト31を搬出装置2を用いて搬出するには、図1、図2に示すように、まず、掘削したバラスト31をベルトコンベヤ29等で輸送する。また、水中ポンプ11で循環用水槽9の水33を吸い上げて給水用配管17に矢印B方向の水流を起こし、サクションポンプ7を稼動させて排水用配管5に矢印A方向の水流を起こす。   Next, the operation of the carry-out device 2 will be described. In order to carry out the ballast 31 of the track of the railway 35 by using the carry-out device 2, first, the excavated ballast 31 is transported by a belt conveyor 29 or the like as shown in FIGS. Further, the water 33 in the circulation water tank 9 is sucked up by the submersible pump 11 to cause a water flow in the direction of arrow B in the water supply pipe 17, and the suction pump 7 is operated to cause a water flow in the direction of arrow A in the drainage pipe 5.

給水用配管17内を矢印B方向に流れてきた水33は、図3に示すように、ジェットノズル25を介して、排水用配管5にジェット43として噴出される。このとき、ジェットノズル25で噴出する水33の量をバルブ23で調整することにより、ホッパ1と排水用配管5との連結部47の水圧を低下させる。   As shown in FIG. 3, the water 33 that has flowed in the water supply pipe 17 in the direction of the arrow B is ejected as a jet 43 to the drainage pipe 5 through the jet nozzle 25. At this time, the water pressure of the connecting portion 47 between the hopper 1 and the drainage pipe 5 is reduced by adjusting the amount of the water 33 ejected by the jet nozzle 25 by the valve 23.

図4は、ホッパ1の平面図である。図4は、図3の矢印Eに示す方向から見た図である。連結部47の水圧が低下すると、ホッパ1を介して排水用配管5がエアを吸いこみ、サクションポンプ7による吸水が不能となる。そこで図3、図4に示すように、給水用配管17を流れる水33の一部を、矢印Cに示すように注水用配管19を介してホッパ1に注水し、エアの吸いこみを遮断する。なお、注水用配管19から注水する水33の量は、バルブ21を用いて調整される。   FIG. 4 is a plan view of the hopper 1. 4 is a view as seen from the direction indicated by the arrow E in FIG. When the water pressure at the connecting portion 47 decreases, the drainage pipe 5 sucks air through the hopper 1 and water absorption by the suction pump 7 becomes impossible. Therefore, as shown in FIGS. 3 and 4, a part of the water 33 flowing through the water supply pipe 17 is poured into the hopper 1 through the water injection pipe 19 as shown by an arrow C to block air suction. . Note that the amount of water 33 to be injected from the water injection pipe 19 is adjusted using the valve 21.

注水用配管19からホッパ1に注水された水33は、バルブ3を介して排水用配管5に流れ込む。このとき、水33が図4の矢印Fに示すように螺旋流となって流れ込むよう、バルブ3、バルブ21、バルブ23、水中ポンプ11、サクションポンプ7等を調整する。そして、ベルトコンベヤ29等で輸送したバラスト31をホッパ1に投入し、水33とともにホッパ1と排水用配管5との連結部47に流し込む。   The water 33 poured into the hopper 1 from the water injection pipe 19 flows into the drainage pipe 5 through the valve 3. At this time, the valve 3, the valve 21, the valve 23, the submersible pump 11, the suction pump 7, and the like are adjusted so that the water 33 flows in a spiral flow as indicated by an arrow F in FIG. 4. Then, the ballast 31 transported by the belt conveyor 29 or the like is put into the hopper 1 and poured into the connecting portion 47 between the hopper 1 and the drainage pipe 5 together with the water 33.

ホッパ1から連結部47に流れ込んだバラスト31を含む水33は、図1、図2に示すように、ジェット43(図3)とサクションポンプ7の作用により、排水用配管5の内部を矢印A方向に流れる。バラスト31を含む水33は、排水用配管5の端部53に達した後、バラスト31と水33とに分別され、バラスト31はバラスト置き場51に排出される。水33は循環用水槽9に貯水される。   As shown in FIGS. 1 and 2, the water 33 including the ballast 31 that has flowed into the connecting portion 47 from the hopper 1 passes through the inside of the drain pipe 5 by the action of the jet 43 (FIG. 3) and the suction pump 7. Flow in the direction. The water 33 including the ballast 31 reaches the end 53 of the drainage pipe 5 and is then separated into the ballast 31 and the water 33, and the ballast 31 is discharged to the ballast storage 51. The water 33 is stored in the circulation water tank 9.

このように、本実施の形態によれば、ホッパ1と排水用配管5の連結部47の上流側にジェットノズル25を設けて連結部47の水圧を調整すると同時に、ジェット43を用いて連結部47内のバラスト31および水33の矢印A方向への移動を促すことにより、バラスト31を含む水33を長距離輸送することができる。   As described above, according to the present embodiment, the jet nozzle 25 is provided on the upstream side of the connecting portion 47 between the hopper 1 and the drainage pipe 5 to adjust the water pressure of the connecting portion 47, and at the same time, the connecting portion using the jet 43 is used. By encouraging the movement of the ballast 31 and the water 33 in 47 in the direction of arrow A, the water 33 including the ballast 31 can be transported over a long distance.

図5は、バラスト31の輸送確認実験の結果を示す。図5は、図1、図2に示すような搬出装置2において、排水用配管5の連結部47からサクションポンプ7までの長さを45m、サクションポンプ7から端部53までの長さを9m、排水用配管5と給水用配管17の内径を8インチ、ジェットノズル25の噴出口の径を4インチとし、バルブ21を1/4開にした状態での実験結果である。   FIG. 5 shows the result of the transportation confirmation experiment of the ballast 31. FIG. 5 shows that the length from the connecting portion 47 of the drainage pipe 5 to the suction pump 7 is 45 m and the length from the suction pump 7 to the end portion 53 is 9 m in the carry-out device 2 as shown in FIGS. The experiment results in a state where the inner diameter of the drainage pipe 5 and the water supply pipe 17 is 8 inches, the diameter of the jet nozzle 25 is 4 inches, and the valve 21 is ¼ opened.

図5に示すように、本実施の形態の搬出装置2において、上記の条件で、50m/hのバラスト31を問題なく搬送できることが確認できた。また、バラスト31を搬送する際に、排水用配管5や給水用配管17内の大きな圧力変動がないこと、配管の磨耗がないことが確認できた。 As shown in FIG. 5, in the carrying-out apparatus 2 of this Embodiment, it has confirmed that 50 m < 3 > / h ballast 31 can be conveyed without a problem on said conditions. Moreover, when conveying the ballast 31, it has confirmed that there was no big pressure fluctuation in the drainage piping 5 or the water supply piping 17, and there was no abrasion of piping.

なお、搬送装置2の構成は、図1から図4に示すものに限らない。図6は、ジェットノズル25の拡大立面図である。図6に示すように、給水用配管17の端部27に設けられるジェットノズル25aを、噴出口の径が可変となるように複数の筒体45で構成してもよい。また、ベルトコンベヤ29を用いずに、バックホウ等からホッパ1にバラスト31を投入してもよい。   In addition, the structure of the conveying apparatus 2 is not restricted to what is shown in FIGS. FIG. 6 is an enlarged elevation view of the jet nozzle 25. As shown in FIG. 6, the jet nozzle 25 a provided at the end portion 27 of the water supply pipe 17 may be composed of a plurality of cylinders 45 such that the diameter of the jet port is variable. Further, the ballast 31 may be thrown into the hopper 1 from a backhoe or the like without using the belt conveyor 29.

搬出装置2の各構成部分の設置位置は、上述した位置に限らない。搬出装置2は、鉄道35の軌道のバラスト31だけでなく、他の現場で発生したバラスト、砕石の輸送にも用いることができる。   The installation position of each component of the carry-out device 2 is not limited to the position described above. The carry-out device 2 can be used not only for the ballast 31 on the track of the railway 35 but also for the transportation of ballast and crushed stone generated at other sites.

以上、添付図面を参照しながら本発明にかかる砂利の搬出装置および砂利の搬出方法の好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   The preferred embodiments of the gravel carry-out device and the gravel carry-out method according to the present invention have been described above with reference to the accompanying drawings, but the present invention is not limited to such examples. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

搬出装置2の立面図Elevation view of the unloading device 2 搬出装置2の平面図Plan view of the unloading device 2 ホッパ1近辺の拡大図Enlarged view of hopper 1 ホッパ1の平面図Top view of hopper 1 バラスト31の輸送確認実験の結果Results of ballast 31 transport confirmation experiment ジェットノズル25の拡大立面図Enlarged elevation view of jet nozzle 25

符号の説明Explanation of symbols

1………ホッパ
2………搬出装置
5………排水用配管
17………給水用配管
19………注水用配管
25………ジェットノズル
27、53………端部
31………バラスト
33………水
43………ジェット
47………連結部
DESCRIPTION OF SYMBOLS 1 ......... Hopper 2 ......... Unloading device 5 ......... Drain piping 17 ......... Water supply piping 19 ......... Water injection piping 25 ......... Jet nozzles 27, 53 ......... End 31 ......... Ballast 33 ……… Water 43 ……… Jet 47 ……… Connecting part

Claims (6)

ホッパと、
前記ホッパに水を供給する供給手段と、
前記ホッパの下端に連結され、内部に一定方向の水流を有する配管と、
前記配管の、前記ホッパとの連結部の上流側に設けられた縮径部材と、
前記配管の、前記ホッパとの連結部より下流側に設けられたサクションポンプと、
を具備し、
前記サクションポンプを用いて、前記配管に一定方向の水流を起こし、前記配管内の水を前記縮径部材を介して前記連結部に流入させることにより前記連結部内の水圧を低下させつつ、前記ホッパに投入した砂利と、前記供給手段から前記ホッパに供給した水とを前記連結部を介して前記配管に流入させることを特徴とする砂利の搬出装置。
With a hopper,
Supply means for supplying water to the hopper;
A pipe connected to the lower end of the hopper and having a water flow in a certain direction inside;
A diameter-reducing member provided on the upstream side of the connecting portion of the pipe with the hopper;
A suction pump provided on the downstream side of the connecting portion of the pipe with the hopper;
Comprising
Using the suction pump, a water flow in a certain direction is caused in the pipe, and the water in the pipe is caused to flow into the connecting part via the reduced diameter member, thereby reducing the water pressure in the connecting part, and the hopper A gravel carry-out apparatus, wherein the gravel put into the hopper and the water supplied to the hopper from the supply means are caused to flow into the pipe via the connecting portion.
前記ホッパに供給した水が、前記ホッパ内を螺旋流となって流れるよう調整し、前記螺旋流に調整された前記ホッパ内の水に砂利を投入することを特徴とする請求項1記載の砂利の搬出装置。 The gravel according to claim 1 , wherein the water supplied to the hopper is adjusted to flow in a spiral flow in the hopper, and gravel is poured into the water in the hopper adjusted to the spiral flow. Unloading device. 前記供給手段は、前記配管の、前記ホッパとの連結部より上流側において分岐された分岐配管であることを特徴とする請求項1または請求項2記載の砂利の搬出装置。The gravel carrying-out apparatus according to claim 1 or 2, wherein the supply means is a branch pipe that is branched upstream of a connection portion of the pipe with the hopper. ホッパと、
前記ホッパに水を供給する供給手段と、
前記ホッパの下端に連結され、内部に一定方向の水流を有する配管と、
前記配管の、前記ホッパとの連結部の上流側に設けられた縮径部材と、
前記配管の、前記ホッパとの連結部より下流側に設けられたサクションポンプと、
を具備する砂利の搬出装置を用い、
前記サクションポンプを用いて、前記配管に一定方向の水流を起こし、前記配管内の水を前記縮径部材を介して前記連結部に流入させることにより前記連結部内の水圧を低下させつつ、前記ホッパに投入した砂利と、前記供給手段から前記ホッパに供給した水とを前記連結部を介して前記配管に流入させることを特徴とする砂利の搬出方法。
With a hopper,
Supply means for supplying water to the hopper;
A pipe connected to the lower end of the hopper and having a water flow in a certain direction inside;
A diameter-reducing member provided on the upstream side of the connecting portion of the pipe with the hopper;
A suction pump provided on the downstream side of the connecting portion of the pipe with the hopper;
Using a gravel carry-out device comprising
Using the suction pump, a water flow in a certain direction is caused in the pipe, and the water in the pipe is caused to flow into the connecting part via the reduced diameter member, thereby reducing the water pressure in the connecting part, and the hopper Gravel thrown into the pipe and water supplied to the hopper from the supply means are caused to flow into the pipe through the connecting portion.
前記ホッパに供給した水が、前記ホッパ内を螺旋流となって流れるよう調整し、前記螺旋流に調整された前記ホッパ内の水に砂利を投入することを特徴とする請求項4記載の砂利の搬出方法。 5. The gravel according to claim 4 , wherein the water supplied to the hopper is adjusted to flow in a spiral flow in the hopper, and gravel is poured into the water in the hopper adjusted to the spiral flow. Unloading method. 前記供給手段は、前記配管の、前記ホッパとの連結部より上流側において分岐された分岐配管であることを特徴とする請求項4または請求項5記載の砂利の搬出方法。The gravel carrying-out method according to claim 4 or 5, wherein the supply means is a branch pipe branched from the pipe upstream of a connecting portion with the hopper.
JP2005095143A 2005-03-29 2005-03-29 Gravel unloading device and gravel unloading method Expired - Fee Related JP4913354B2 (en)

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