JP6004335B2 - Method and apparatus for separating dredged soil - Google Patents

Method and apparatus for separating dredged soil Download PDF

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JP6004335B2
JP6004335B2 JP2012280543A JP2012280543A JP6004335B2 JP 6004335 B2 JP6004335 B2 JP 6004335B2 JP 2012280543 A JP2012280543 A JP 2012280543A JP 2012280543 A JP2012280543 A JP 2012280543A JP 6004335 B2 JP6004335 B2 JP 6004335B2
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克臣 鵜飼
克臣 鵜飼
正典 元木
正典 元木
壮一 神出
壮一 神出
健彦 佐藤
健彦 佐藤
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Penta Ocean Construction Co Ltd
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Description

本発明は、グラブ浚渫船を使用して港湾等の水底部に堆積した土砂を浚渫する際に、木片等の異物が混在した浚渫土砂を土砂成分と異物とに分離する浚渫土砂の分離方法及び浚渫装置に関する。   The present invention relates to a dredging method and dredging method for separating dredged sand mixed with foreign matters such as wood pieces into earth and sand components and dredging when dredging sediment deposited on the bottom of water such as a harbor using a grab dredger. Relates to the device.

港湾等の水底部を浚渫する浚渫装置としては、複数のシェルからなる土砂収容部を開閉可能に有するグラブバケットをクレーン装置で昇降自在に吊り持ち支持させたグラブ浚渫船が一般的に広く使用されている。   As a dredging device for dredging the bottom of a port or the like, a grab dredger that has a grab bucket that can be opened and closed with a crane unit that can be opened and closed is supported and widely supported by a crane device. Yes.

このグラブバケットを有する浚渫装置を使用し、水底部に堆積した木片等の異物が多く混在した土砂を浚渫した場合、当該異物が混在した浚渫土砂(以下、異物混在土砂という)を砂等の土砂成分と木片等の異物とに分離し、土砂成分と木片等とをそれぞれ再利用に供することが望ましい。   When dredging equipment with this grab bucket is used to dredge soil that contains a large amount of foreign matter such as wood chips deposited on the bottom of the water, dredged soil that contains foreign matter (hereinafter referred to as foreign matter mixed sediment) It is desirable to separate the components and foreign materials such as wood pieces and recycle the earth and sand components and wood pieces respectively.

従来、このような異物混在土砂を土砂成分と異物とに分離する方法としては、土砂運搬船やポンプ圧送装置の土砂投入口に振動篩等の篩を設け、この篩にグラブバケットで掴み取った異物混在土砂を投入することにより、土砂成分のみを篩下に篩い落とし、篩に残存した異物を別途回収する方法が広く使用されている(例えば、特許文献1を参照)。   Conventionally, as a method for separating such foreign substance mixed earth and sand into earth and sand components and foreign substances, a sieve such as a vibration sieve is provided at the earth and sand inlet of the earth and sand carrier ship and the pumping device, and the foreign substance grasped by the grab bucket. A method is widely used in which only the earth and sand components are sifted down under the sieve by collecting the mixed earth and sand, and the foreign matters remaining on the sieve are separately collected (see, for example, Patent Document 1).

また、異物混在土砂を土砂成分と異物とに分離する他の方法としては、浚渫土砂に含まれる砂と異物との比重差を利用して分離する方法(例えば、特許文献2を参照)や、ろ過装置を使用した分離方法(例えば、特許文献3を参照)等も広く知られている。   In addition, as another method of separating foreign matter mixed earth and sand into earth and sand components and foreign substances, a method of separating using a specific gravity difference between sand and foreign substances contained in dredged sand (for example, see Patent Document 2), A separation method using a filtration device (see, for example, Patent Document 3) is also widely known.

特開平06 −055198号公報Japanese Patent Laid-Open No. 06-055198 特開平11 −137910号公報Japanese Patent Laid-Open No. 11-137910 特開2002−254063号公報JP 2002-254063 A

しかしながら、上述の如き従来の振動篩等の篩を使用した分別方法では、土砂成分と異物とが十分に分離されず、篩上に多くの土砂成分が異物と共に残存してしまうという問題があり、その為、篩による分別作業とは別に、別途人力等による分離作業を必要とする場合が生じ、その分の作業時間、作業費用が嵩むと共に、異物の分離効率が低下するおそれがあった。   However, in the separation method using the conventional sieve such as the vibration sieve as described above, there is a problem that the earth and sand components and the foreign matters are not sufficiently separated, and many earth and sand components remain on the sieve together with the foreign matters. For this reason, in addition to the separation work by the sieve, there is a case where a separate work by human power or the like is required, and the work time and work cost are increased, and there is a possibility that the separation efficiency of the foreign matter is lowered.

また、振動篩等の篩を使用した場合では、土砂成分による篩の目詰まりが生じ易く、当該目詰まりを解消するために篩の洗浄作業を行わなければならず、その分の作業時間、作業費用が嵩むという問題があった。   In addition, when a sieve such as a vibration sieve is used, clogging of the sieve due to earth and sand components is likely to occur, and the washing operation of the sieve must be performed to eliminate the clogging. There was a problem that the cost increased.

一方、従来の比重差を利用した分離方法や、ろ過装置を使用した分離方法にあっては、グラブ浚渫船等による浚渫作業と異物混在土砂の分離作業とを別々に行う為、設備が大掛かりになるととともに、作業に多くの時間を要していた。   On the other hand, in the conventional separation method using the specific gravity difference or the separation method using the filtration device, the dredging work by the grab dredger etc. and the separation work of the foreign substance mixed earth and sand are performed separately, so the equipment becomes large At the same time, the work took a lot of time.

また、比重差を利用した分離方法や、ろ過装置を使用した分離方法では、振動篩等の篩を使用した分離方法と同様に、土砂成分と異物とが十分に分離されず、別途人力等による分離作業を必要とする場合があり、その分の作業時間、作業費用が嵩むと共に、異物の分離効率が低下するおそれがあった。   In addition, in the separation method using the specific gravity difference and the separation method using the filtration device, the sediment component and the foreign matter are not sufficiently separated, similarly to the separation method using a sieve such as a vibration sieve, and separately by human power etc. In some cases, separation work is required, and the work time and work cost are increased, and the separation efficiency of foreign matters may be reduced.

更に、回収された異物混在土砂又は土砂成分が付着したままの木片等は、陸域では産業廃棄物として扱われ、運搬・処理・再利用を行う上で様々な関係法令に基づく規制を受ける。よって、土砂成分と木片等の異物とは、浚渫作業の段階で分離し、再利用(リサイクル)し易い状態にしてそれぞれ回収することが望ましい。   Furthermore, the collected foreign matter mixed earth and sand pieces or the wood pieces with the earth and sand components attached thereto are treated as industrial waste in the land area and are subject to regulations based on various related laws and regulations when transported, processed and reused. Therefore, it is desirable that the earth and sand components and the foreign matters such as wood pieces are separated at the stage of dredging work and recovered in a state where they can be easily reused (recycled).

本発明は、このような従来の問題に鑑み、簡便且つ安価に施工でき、しかも効率よく異物混在土砂を土砂成分と木片等の異物とに分離することができる浚渫土砂の分離方法及び浚渫装置の提供を目的としてなされたものである。   In view of such a conventional problem, the present invention provides a dredging method and dredging device for dredged sand that can be easily and inexpensively constructed, and that can efficiently separate foreign matter mixed earth and sand into foreign substances such as earth and sand components and wood chips. It was made for the purpose of provision.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、複数のシェルからなる開閉可能な土砂収容部を有するグラブバケット及び該グラブバケットを動作させるための動作手段を備えてなる浚渫装置を使用して水底部の異物混在土砂を浚渫し、該浚渫した異物混在土砂を土砂成分と異物とに分離する浚渫土砂の分離方法において、前記土砂収容部の上面部に網状又は格子状の透過部を備えてなるグラブバケットを使用し、前記土砂収容部内に水底部の異物混在土砂を掴み取った後、前記土砂収容部を閉じた状態でジェットノズルを用いて前記土砂収容部内に高圧水を噴射し、前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出し、然る後、前記土砂収容部内に残存した異物を回収することにある。   The feature of the invention described in claim 1 for solving the conventional problem as described above includes a grab bucket having an openable and closable earth and sand containing portion composed of a plurality of shells, and an operation means for operating the grab bucket. In the method for separating dredged soil, the dredged foreign material mixed sand is dredged using a dredging device, and the dredged foreign material mixed sand is separated into a sediment component and foreign matter. Using a grab bucket provided with a lattice-shaped transmission part, after grabbing the foreign substance mixed soil at the bottom of the water in the earth and sand container, using the jet nozzle in a state where the earth and sand container is closed, Injecting high-pressure water into the sediment containing water, generating a water flow while supplying water into the sediment containing portion, separating the foreign material mixed sediment into the foreign material and sediment components using the water flow, and In this case, the mixed water is allowed to flow in a state where the earth and sand component is floating, and the earth and sand component is discharged to the outside of the earth and sand container, and then, foreign matters remaining in the earth and sand container are collected.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記ジェットノズルを前記土砂収容部外に設置し、前記透過部を通して前記高圧水を土砂収容部内に噴射することにある。   According to a second aspect of the present invention, in addition to the configuration of the first aspect, the jet nozzle is installed outside the earth and sand container, and the high-pressure water is injected into the earth and sand container through the permeation part.

請求項3に記載の発明の特徴は、請求項1又は2の構成に加え、台船上又は地上に設置された土砂回収槽内に異物混在土砂を掴み取った前記グラブバケットを移動させ、前記土砂回収槽内で前記ジェットノズルを用いて前記土砂収容部内へ高圧水を噴射し、前記土砂成分が浮遊した状態で混在する水を前記土砂回収槽内に越流させることにある。   According to a third aspect of the present invention, in addition to the structure of the first or second aspect, the grab bucket that has grabbed the foreign substance mixed earth and sand is moved into an earth and sand collecting tank installed on a trolley or on the ground, and the earth and sand are moved. In the collection tank, high pressure water is jetted into the earth and sand container by using the jet nozzle, and water mixed in a state where the earth and sand components are floating is allowed to overflow into the earth and sand collection tank.

請求項4に記載の発明の特徴は、請求項3の構成に加え、前記土砂回収槽内に貯留された水を前記ジェットノズルに供給し、該貯留水を前記土砂回収槽とジェットノズルとの間で循環させることにある。   According to a fourth aspect of the present invention, in addition to the configuration of the third aspect, the water stored in the sediment recovery tank is supplied to the jet nozzle, and the stored water is supplied between the sediment recovery tank and the jet nozzle. It is to circulate between them.

請求項5に記載の発明の特徴は、請求項1〜3又は4の構成に加え、前記土砂収容部に前記透過部を開閉する封鎖扉を備え、前記透過部を閉じた状態で水底部の異物混在土砂を掴み取り、然る後、前記透過部を開いて前記土砂収容部内に高圧水を噴射することにある。   According to a fifth aspect of the present invention, in addition to the configuration of the first to third or fourth aspects, the earth and sand container includes a sealing door that opens and closes the permeation portion, and the bottom portion of the water bottom portion is closed when the permeation portion is closed. The foreign object mixed earth and sand is grabbed, and then the high-pressure water is injected into the earth and sand container by opening the transmission part.

請求項6に記載の発明の特徴は、複数のシェルからなる開閉可能な土砂収容部を有するグラブバケットと、該グラブバケットを動作させるための動作手段とを備え、前記グラブバケットにより水底部の異物混在土砂を掴み取るようにしてなる浚渫装置において、前記土砂収容部の上面部に網状又は格子状の透過部を備えるとともに、前記土砂収容部内に高圧水を噴射するジェットノズルを備え、前記高圧水を噴射することにより前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出するようにしたことにある。   According to a sixth aspect of the present invention, there is provided a grab bucket having an openable and closable earth and sand containing portion composed of a plurality of shells, and an operating means for operating the grab bucket. In the dredge apparatus configured to grab the mixed earth and sand, the upper surface of the earth and sand container includes a net-like or lattice-shaped transmission part, and includes a jet nozzle that injects high-pressure water into the earth and sand container, and the high-pressure water The water is generated in the earth and sand container by supplying water, and the water is used to separate the foreign substance mixed earth and sand into the foreign substance and the earth and sand component. It is that the water contained in a floating state is allowed to overflow and the sediment component is discharged out of the sediment storage unit.

請求項7に記載の発明の特徴は、請求項6の構成に加え、前記ジェットノズルを前記土砂収容部外に設置し、前記透過部を通して前記高圧水を土砂収容部内に噴射するようにしたことにある。   According to a seventh aspect of the present invention, in addition to the configuration of the sixth aspect, the jet nozzle is installed outside the earth and sand container, and the high-pressure water is injected into the earth and sand container through the transmission part. It is in.

請求項8に記載の発明の特徴は、請求項6又は7の構成に加え、前記土砂収容部上面部の一方の端部に片寄せて前記透過部を設けてなることにある。   A feature of the invention described in claim 8 is that, in addition to the configuration of claim 6 or 7, the transmitting portion is provided by being shifted to one end portion of the upper surface portion of the earth and sand accommodating portion.

請求項9に記載の発明の特徴は、請求項6又は7の構成に加え、前記土砂収容部上面部の両端に一対の前記透過部を対称配置に設けてなることにある。   According to a ninth aspect of the present invention, in addition to the configuration of the sixth or seventh aspect, a pair of the transmissive portions are provided symmetrically at both ends of the upper surface portion of the earth and sand accommodating portion.

請求項10に記載の発明の特徴は、請求項6〜8又は9の構成に加え、前記土砂収容部に前記透過部を開閉する封鎖扉を備えたことにある。   A feature of the invention described in claim 10 is that, in addition to the configuration of claims 6 to 8 or 9, a sealing door for opening and closing the transmitting portion is provided in the earth and sand accommodating portion.

請求項11に記載の発明の特徴は、請求項6〜9又は10の構成に加え、前記ジェットノズルに空気を供給する空気供給手段を備え、前記高圧水に気泡を混入できるようにしてなることにある。   According to an eleventh aspect of the invention, in addition to the configuration of the sixth to ninth or tenth aspects, an air supply means for supplying air to the jet nozzle is provided so that bubbles can be mixed into the high-pressure water. It is in.

本発明に係る浚渫土砂の分離方法は、上述したように、複数のシェルからなる開閉可能な土砂収容部を有するグラブバケット及び該グラブバケットを動作させるための動作手段を備えてなる浚渫装置を使用して水底部の異物混在土砂を浚渫し、該浚渫した異物混在土砂を土砂成分と異物とに分離する浚渫土砂の分離方法において、前記土砂収容部の上面部に網状又は格子状の透過部を備えてなるグラブバケットを使用し、前記土砂収容部内に水底部の異物混在土砂を掴み取った後、前記土砂収容部を閉じた状態でジェットノズルを用いて前記土砂収容部内に高圧水を噴射し、前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出し、然る後、前記土砂収容部内に残存した異物を回収することにより、異物混在土砂を効率よく土砂成分と異物とに分離することができ、また、一連の浚渫作業の中で分離作業を行うことで工期の短縮が図られ、作業費用を抑えることができる。更に、高い分離効果によって木片等の異物と土砂成分とがそれぞれ再利用可能に分離された状態で回収できるので、関係法令に基づく規制の影響が軽減され、該回収物を資源として再利用(リサイクル)することが容易になる。   As described above, the method for separating dredged sand according to the present invention uses a grab bucket having an openable and closable earth and sand containing portion composed of a plurality of shells, and a dredging device comprising operating means for operating the grab bucket. In the method for separating dredged sand, which separates the dredged foreign substance mixed sediment into a sediment component and foreign substances, a net-like or grid-like transmission part is provided on the upper surface of the sediment containing part. After grabbing the foreign substance mixed soil at the bottom of the water using the grab bucket provided, the high pressure water is jetted into the sediment containing part using a jet nozzle in a state where the sediment containing part is closed. And generating water flow while supplying water into the earth and sand container, and separating the foreign substance mixed earth and sand into the foreign substances and earth and sand components by using the water flow, and through the permeation part, the earth and sand Efficient use of foreign material-mixed sediment by overflowing mixed water in a floating state and releasing the sediment component out of the sediment storage unit, and then collecting the foreign material remaining in the sediment storage unit It can often be separated into earth and sand components and foreign substances, and the work period can be shortened by carrying out the separation work in a series of dredging work, and the work cost can be reduced. Furthermore, because of the high separation effect, foreign materials such as wood chips and sediment components can be collected in a reusable state, reducing the impact of regulations based on relevant laws and regulations, and recycling the collected materials as resources (recycling). ) Becomes easier.

また、本発明において、前記ジェットノズルを前記土砂収容部外に設置し、前記透過部を通して前記高圧水を土砂収容部内に噴射することにより、ジェットノズルを好適に設置でき、且つ、高圧水が土砂収容部内の水面に衝突し、その衝撃により高圧水に空気を混合させ、水流に気泡を混入することができる。   In the present invention, the jet nozzle can be installed outside the earth and sand containing part, and the high pressure water can be jetted into the earth and sand containing part through the permeating part, whereby the jet nozzle can be suitably installed, and the high pressure water is It collides with the water surface in the accommodating part, and air can be mixed with the high-pressure water by the impact, and bubbles can be mixed into the water flow.

更に本発明において、台船上又は地上に設置された土砂回収槽内に異物混在土砂を掴み取った前記グラブバケットを移動させ、前記土砂回収槽内で前記ジェットノズルを用いて前記土砂収容部内へ高圧水を噴射し、前記土砂成分が浮遊した状態で混在する水を前記土砂回収槽内に越流させることにより、分離された土砂成分を好適に回収でき、当該分離された土砂成分を効率よく再利用に供することができる。また、周辺水域への土砂成分の飛散を防止し、当該水域の汚濁を防止することができる。   Further, in the present invention, the grab bucket that has grabbed the foreign substance mixed earth and sand is moved into the earth and sand collecting tank installed on the trolley or on the ground, and the high pressure is applied to the earth and sand container using the jet nozzle in the earth and sand collecting tank. By spraying water and allowing the mixed water in a state where the sediment component floats to overflow into the sediment collection tank, the separated sediment component can be suitably recovered, and the separated sediment component can be efficiently recycled. Can be used. Moreover, scattering of earth and sand components to the surrounding water area can be prevented, and contamination of the water area can be prevented.

更にまた、本発明において、前記土砂回収槽内に貯留された水を前記ジェットノズルに供給し、該貯留水を前記土砂回収槽とジェットノズルとの間で循環させることにより、土砂収容部内の水が越流することによる貯留水の増水に際し、好適に貯留水を排出して土砂回収槽内の水位を一定に保つことができ、且つ、高圧水噴射の水を容易に確保することができる。   Furthermore, in the present invention, the water stored in the sediment collection tank is supplied to the jet nozzle, and the stored water is circulated between the sediment collection tank and the jet nozzle, so that When the stored water increases due to the overflow, the stored water can be suitably discharged to keep the water level in the earth and sand collection tank constant, and the water of the high-pressure water jet can be easily secured.

また、本発明において、前記土砂収容部に前記透過部を開閉する封鎖扉を備え、前記透過部を閉じた状態で水底部の異物混在土砂を掴み取り、然る後、前記透過部を開いて前記土砂収容部内に高圧水を噴射することにより、作業毎に土砂収容部を封鎖した状態と透過部を通して開放した状態とを選択して使用することができる。   Further, in the present invention, the earth and sand container is provided with a sealing door that opens and closes the permeation part, the foreign matter mixed earth and sand at the bottom of the water is grasped with the permeation part closed, and then the permeation part is opened to By injecting high-pressure water into the earth and sand container, it is possible to select and use a state in which the earth and sand container is sealed and a state in which it is opened through the permeation part for each operation.

また、本発明に係る浚渫装置は、複数のシェルからなる開閉可能な土砂収容部を有するグラブバケットと、該グラブバケットを動作させるための動作手段とを備え、前記グラブバケットにより水底部の異物混在土砂を掴み取るようにしてなる浚渫装置において、前記土砂収容部の上面部に網状又は格子状の透過部を備えるとともに、前記土砂収容部内に高圧水を噴射するジェットノズルを備え、前記高圧水を噴射することにより前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出するようにしたことにより、一連の浚渫作業の中で異物混在土砂を土砂成分と木片等の異物とに分離することができる。
また、本発明において、前記土砂収容部上面部の一方の端部に片寄せて前記透過部を設けてなること、又は、前記土砂収容部上面部の両端に一対の前記透過部を対称配置に設けてなることにより、土砂収容部内に土砂成分及び異物を好適に浮遊させ、且つその土砂成分が混在した水を好適に土砂収容部外に越流させることがでる。
Moreover, the dredging device according to the present invention includes a grab bucket having an openable and closable earth and sand containing portion composed of a plurality of shells, and operating means for operating the grab bucket, and foreign matter mixed in the bottom of the water by the grab bucket. In the dredging apparatus configured to grab the earth and sand, the upper surface of the earth and sand container includes a mesh-like or lattice-shaped transmission part, a jet nozzle that jets high-pressure water into the earth and sand container, and the high-pressure water By spraying, water is generated while supplying water into the earth and sand container, and the foreign material mixed earth and sand is separated into the foreign substances and earth and sand components using the water flow, and the earth and sand components are floated through the permeation part. The mixture of foreign matter is included in a series of dredging operations by allowing the mixed water to overflow and discharging the sediment component out of the sediment storage part. Sand can be separated into a foreign matter such as sand components and wood.
Further, in the present invention, the transmitting portion is provided by being shifted to one end portion of the upper surface portion of the earth and sand accommodating portion, or a pair of the transmitting portions are arranged symmetrically at both ends of the upper surface portion of the earth and sand accommodating portion. By providing, the earth and sand component and the foreign substance can be suitably floated in the earth and sand container, and the water in which the earth and sand component is mixed can be suitably overflowed outside the earth and sand container.

更にまた、本発明において、前記土砂収容部に前記透過部を開閉する封鎖扉を備えたことにより、作業時の状況毎に土砂収容部を封鎖した状態と透過部を通して開放した状態とを選択できるようになっている。   Furthermore, in the present invention, by providing the earth and sand container with a sealing door that opens and closes the transmission part, it is possible to select a state in which the earth and sand container is sealed and a state in which the earth and sand container is opened through the transmission part for each situation during work. It is like that.

また、本発明において、前記ジェットノズルに空気を供給する空気供給手段を備え、前記高圧水に気泡を混入できるようにしてなることにより、ジェット水流に気泡を混入することができ、当該気泡の分離効果により異物と土砂成分との分離を促進することができる。   Further, in the present invention, by providing an air supply means for supplying air to the jet nozzle so that bubbles can be mixed into the high-pressure water, bubbles can be mixed into the jet water stream, and the bubbles can be separated. Separation of foreign substances and sediment components can be promoted by the effect.

本発明に係る浚渫土砂の分離方法に使用する浚渫装置の一例の概略を示す側面図である。It is a side view which shows the outline of an example of the dredging apparatus used for the separation method of dredged soil according to the present invention. 図1中のグラブバケットの一例を示す正面図である。It is a front view which shows an example of the grab bucket in FIG. (a)(b)は同上のグラブバケットの側面図であって、(a)は透過部を閉じた状態、(b)は透過部を開いた状態を示す図である。(A) (b) is a side view of the grab bucket same as above, (a) is the state which closed the permeation | transmission part, (b) is a figure which shows the state which opened the permeation | transmission part. 本発明方法における分離作業の状態を説明するための図であって、土砂収容部部分のみを断面とした部分破断正面図である。It is a figure for demonstrating the state of the isolation | separation operation | work in this invention method, Comprising: It is a partially broken front view which made only the earth and sand accommodating part part the cross section. 本発明方法における分離作業の他の実施態様を示す図であって、土砂収容部部分のみを断面とした部分破断正面図である。It is a figure which shows the other embodiment of the isolation | separation operation | work in this invention method, Comprising: It is a partially broken front view which made only the earth and sand accommodating part part the cross section.

次に、本発明に係る浚渫土砂の分離方法及び浚渫装置の実施態様を図1〜図5に示した実施例に基づいて説明する。尚、図中符号Aは水底部、符号Bは水面、符号1は本発明方法に使用する浚渫装置である。   Next, embodiments of the dredged sand separation method and dredging apparatus according to the present invention will be described based on the examples shown in FIGS. In the figure, symbol A is a water bottom, symbol B is a water surface, and symbol 1 is a dredging device used in the method of the present invention.

この浚渫装置1は、水底部Aの土砂を掴み取るグラブバケット2と、グラブバケット2を動作させるための動作手段3とを備え、グラブバケット2の土砂収容部12上面部に透過部15を備えたことにより分離装置を兼ねている。   This dredging device 1 includes a grab bucket 2 for grabbing the soil and sand in the bottom A, and an operating means 3 for operating the grab bucket 2, and a transmission part 15 on the upper surface of the soil and sand container 12 of the grab bucket 2. It doubles as a separator.

動作手段3は、グラブ浚渫船4に設置されたクレーン装置をもって構成され、クレーン装置3のジブ5の先端より昇降用ワイヤー6及び操作用ワイヤー7が繰り出し・巻き取り自在に垂下されている。   The operation means 3 is constituted by a crane device installed in the grab dredger 4, and the lifting wire 6 and the operation wire 7 are suspended from the tip of the jib 5 of the crane device 3 so as to be drawn out and wound up.

また、この動作手段3を構成するクレーン装置は、昇降用ワイヤー6の繰り出し量及び巻き取り量を制御することにより、グラブバケット2の上下方向位置を制御することができ、また、昇降用ワイヤー6の繰り出し速度及び巻き取り速度を制御することにより、グラブバケット2の上下動速度を制御できるようになっている。   Moreover, the crane apparatus which comprises this operation | movement means 3 can control the up-down direction position of the grab bucket 2 by controlling the feeding amount and winding amount of the raising / lowering wire 6, and the raising / lowering wire 6 can be controlled. The vertical movement speed of the grab bucket 2 can be controlled by controlling the feeding speed and the winding speed.

グラブバケット2は、図2、図3に示すように、クレーン装置3のジブ5先端より繰り出された昇降用ワイヤー6の下端に連結された上部フレーム8と、上部フレーム8下に上下に相対移動可能に配置された下部フレーム9と、下部フレームに枢支された一対のシェル10,11からなる土砂収容部12と、各シェル10,11と上部フレーム8とを回動可能に連結するアーム13,13とを備え、昇降用ワイヤー6の繰り出し・巻き取り動作によって昇降するとともに、ジブ5先端より繰り出された操作用ワイヤー7の繰り出し・巻き取り動作によって下部フレーム9が上部フレーム8に対して相対移動することにより一対のシェル10,11からなる土砂収容部12が開閉するようになっている。   As shown in FIGS. 2 and 3, the grab bucket 2 is moved up and down relative to the upper frame 8 connected to the lower end of the lifting wire 6 fed from the tip of the jib 5 of the crane device 3 and the upper frame 8. The lower frame 9 arranged in a possible manner, the earth and sand accommodating portion 12 composed of a pair of shells 10 and 11 pivotally supported by the lower frame, and the arm 13 that rotatably connects the shells 10 and 11 and the upper frame 8. , 13 and is moved up and down by the drawing / winding operation of the lifting / lowering wire 6, and the lower frame 9 is relative to the upper frame 8 by the feeding / winding operation of the operating wire 7 fed from the tip of the jib 5. By moving, the earth and sand container 12 comprising the pair of shells 10 and 11 is opened and closed.

尚、グラブバケット2の構造は、上述如き構造に限定されず、所謂複索式の他、単索式、油圧式等であってもよく、また、土砂収容部12は3以上の複数のシェルで構成されたものであってもよい。   The structure of the grab bucket 2 is not limited to the structure as described above, but may be a so-called double cable type, a single cable type, a hydraulic type, or the like. It may be configured by.

各シェル10,11は、上端部を枢支させた合わせ貝殻状に形成され、閉鎖時に互いに開口部が突き合わされて封鎖された中空容器状の土砂収容部12が形成されるようになっている。   Each of the shells 10 and 11 is formed in a seashell shape with its upper end pivoted, and a hollow container-shaped earth and sand containing portion 12 is formed that is closed by closing the openings when closed. .

また、各シェル10,11の互いに突き合わされる開口部縁には、図示しないパッキン等の止水部材が備えられ、土砂収容部12を閉じた際、内部の水が土砂収容部12外に漏れないようになっている。   In addition, a water-stopping member such as packing (not shown) is provided at the opening edge of each shell 10, 11, and when the earth and sand container 12 is closed, the water inside leaks out of the earth and sand container 12. There is no such thing.

一方のシェル10には、外殻を構成する上側板部10aに網状又は格子状の透過部15を備え、土砂収容部12の上面部の一方に片寄せて土砂成分が透過可能な透過部15が備えられるようになっている。   One shell 10 is provided with a mesh-like or lattice-like transmission part 15 on the upper plate part 10a constituting the outer shell, and the transmission part 15 that allows the earth and sand component to permeate through one side of the upper surface part of the earth and sand container 12. Is to be provided.

透過部15は、シェル10の上側板部10aに形成された透過口15aと、透過口15a内に組み込まれた網状又は格子状の透過部材15bとにより構成され、透過部材15bの網目を通して土砂成分が透過するようになっている。   The transmission part 15 is constituted by a transmission port 15a formed in the upper plate part 10a of the shell 10 and a net-like or lattice-like transmission member 15b incorporated in the transmission port 15a, and the earth and sand components through the mesh of the transmission member 15b. Is transparent.

透過部材15bは、浚渫条件や土砂の分別の仕方、再生土砂の用途等に基づいての網目の大きさが設定され、例えば、砂と礫とを分別して再利用する場合には、網目を細かく設定して粒径の小さな土砂成分のみが透過できるようにし、土砂成分と比較的大きな木片等の異物との分離のみを目的とする場合には、網目を粗く設定し、粒径の大きな土砂成分も透過できるようにする。   The transmission member 15b has a mesh size set based on dredging conditions, how to separate earth and sand, use of reclaimed earth, etc. For example, when sand and gravel are separated and reused, the mesh is fine. If the purpose is to allow only sediment components with a small particle size to permeate and only to separate the sediment component from foreign objects such as relatively large pieces of wood, set the coarse mesh to create a sediment component with a large particle size. Can also be transmitted.

また、一方のシェル10には、透過部15を開閉する封鎖扉16を備え、封鎖扉16で透過部15を閉じることにより土砂収容部12を封鎖できるようになっている。   Further, one shell 10 is provided with a sealing door 16 that opens and closes the transmission portion 15, and the earth and sand container 12 can be sealed by closing the transmission portion 15 with the sealing door 16.

封鎖扉16は、透過口15a内に嵌り込む平板状に形成され、その上縁が蝶番17,17を介してシェル11に回動可能に支持され、図示しないワイヤー等からなる開閉手段により開閉動作されるようになっている。尚、封鎖扉16の態様は、図に示す回動式(開き戸式)に限定されず、引き戸式やシャッター式の構造であってもよい。   The sealing door 16 is formed in a flat plate shape that fits into the transmission port 15a, and its upper edge is rotatably supported by the shell 11 via hinges 17 and 17, and is opened and closed by an opening / closing means made of a wire (not shown). It has come to be. In addition, the aspect of the sealing door 16 is not limited to the rotation type (folding door type) shown in the drawing, and may be a sliding door type or a shutter type structure.

また、このグラブバケット2には、土砂収容部12外であって、透過部15の外側に複数のジェットノズル18,18...が噴射口を透過部15に向けた配置に備えられ、このジェットノズル18,18...より透過部15を通して高圧の水(以下、高圧水JWという)を土砂収容部12内に向けて噴射できるようになっている。   Further, the grab bucket 2 is provided with a plurality of jet nozzles 18, 18... Outside the earth and sand container 12, outside the transmission part 15, with an injection port directed toward the transmission part 15. High-pressure water (hereinafter referred to as high-pressure water JW) can be jetted from the jet nozzles 18, 18...

このジェットノズル18,18...には、グラブ浚渫船4等に設置した給水ポンプ等からなる高圧水供給手段19より給水ホース20を通して高圧縮された水が供給されるようになっている。   The jet nozzles 18, 18... Are supplied with highly compressed water through a water supply hose 20 from a high pressure water supply means 19 comprising a water supply pump installed in the grab dredger 4 or the like.

尚、このジェットノズル18,18...には、図示しない空気供給手段より空気を供給し、高圧水JWに気泡を混入できるようにしてもよい。   The jet nozzles 18, 18... May be supplied with air from an air supply means (not shown) so that bubbles can be mixed into the high-pressure water JW.

各ジェットノズル18,18...は、例えば、アーム13の外側に取付部材21を介して所望の角度をもって固定され、土砂収容部12閉鎖時に透過部15を通して土砂収容部12内に所望の角度で高圧水JWを噴射できるようになっている。   Each of the jet nozzles 18, 18... Is fixed to the outside of the arm 13 through a mounting member 21 at a desired angle, for example, and the desired angle is set in the earth and sand container 12 through the transmission part 15 when the earth and sand container 12 is closed. The high-pressure water JW can be jetted with.

尚、ジェットノズル18,18...の設置位置及びその角度は、土砂収容部12の形状、浚渫土砂の土質等の諸条件に基づいて設定され、このジェットノズル18,18...からの高圧水JW噴射により土砂収容部12内に水を供給しつつ、水流を生じさせるようになっている。   The installation positions and angles of the jet nozzles 18, 18... Are set based on various conditions such as the shape of the earth and sand container 12 and the soil quality of dredged soil, and the jet nozzles 18, 18. A water flow is generated while supplying water into the earth and sand container 12 by high-pressure water JW injection.

次に、このような浚渫装置1を使用した本発明に係る浚渫土砂の分離方法について説明する。   Next, a method for separating dredged soil according to the present invention using such dredger device 1 will be described.

まず、グラブ浚渫船4を浚渫対象水域に移動させ、図1中一点鎖線で示すように、動作手段3によりグラブバケット2を降下させ、土砂収容部12を開いた状態で水底部Aに刃先部が水底土砂に貫入するように着底させ、その状態から動作手段3により土砂収容部12を閉鎖動作させ、土砂収容部12の土砂収容部14内に異物混在土砂30を掴み取る。このとき、封鎖扉16により透過部15が閉鎖され、土砂収容部12は封鎖されている。   First, the grab dredger 4 is moved to the dredging target water area, and the grab bucket 2 is lowered by the operating means 3 as shown by a one-dot chain line in FIG. The bottom is made to penetrate into the bottom sediment, and from this state, the earth and sand container 12 is closed by the operation means 3, and the foreign substance mixed earth and sand 30 is grasped in the earth and sand container 14 of the earth and sand container 12. At this time, the transmission part 15 is closed by the sealing door 16, and the earth and sand accommodating part 12 is sealed.

次に、異物混在土砂30を土砂収容部12内に収容したグラブバケット2を動作手段3により一旦、水面上まで引き上げ、然る後、図4に示すようにグラブバケット2を土砂運搬船31上に設置された土砂回収槽32内に移動させる。   Next, the grab bucket 2 in which the foreign substance mixed earth and sand 30 is accommodated in the earth and sand accommodating part 12 is once pulled up to the surface of the water by the operating means 3, and then the grab bucket 2 is placed on the earth and sand carrier 31 as shown in FIG. It moves in the earth and sand collection tank 32 installed.

その際、グラブバケット2は、土砂回収槽32内の貯留水33の水面より透過部15の位置が高くなるように配置され、土砂収容部12が貯留水33に没しないようにし、貯留水33が土砂収容部12内へ逆流できないようにしておく。   At that time, the grab bucket 2 is arranged so that the position of the transmission portion 15 is higher than the surface of the stored water 33 in the sediment collection tank 32, so that the sediment storage unit 12 is not submerged in the stored water 33. Is prevented from flowing back into the earth and sand container 12.

尚、土砂回収槽32には、内部の貯留水33を排水するための排水手段を備え、貯留水33の水位を一定に保つことができるようになっている。   The earth and sand recovery tank 32 is provided with a drainage means for draining the internal stored water 33 so that the water level of the stored water 33 can be kept constant.

排水手段としては、例えば、図4に示すように、土砂回収槽32内にポンプ34を設置し、このポンプ34により貯留水33を吸引し、排水ホース35を通して土砂回収槽32外に排出する。   As a drainage means, for example, as shown in FIG. 4, a pump 34 is installed in the sediment collection tank 32, the stored water 33 is sucked by the pump 34, and is discharged out of the sediment collection tank 32 through the drainage hose 35.

更に、この排水手段は、排水ホース35を高圧水供給手段19に接続させ、土砂回収槽32内の貯留水33をジェットノズル18,18...に供給し、貯留水33を土砂回収槽32とジェットノズル18,18...との間で循環させることが好ましい。   Further, the drainage means connects the drainage hose 35 to the high-pressure water supply means 19, supplies the stored water 33 in the sediment collection tank 32 to the jet nozzles 18, 18. And the jet nozzles 18, 18...

次に、土砂回収槽32内へグラブバケット2を移動させた後、その状態で封鎖扉16を動作させて透過部15を開き、透過部15を通してジェットノズル18,18...より高圧水JWを土砂収容部12内に向けて噴射し、異物混在土砂30の分離作業を開始する。   Next, after moving the grab bucket 2 into the earth and sand collection tank 32, the sealing door 16 is operated in that state to open the permeation part 15, and the high-pressure water JW from the jet nozzles 18, 18. Is injected into the earth and sand container 12 to start the separation work of the foreign substance mixed earth and sand 30.

このように土砂収容部12外に設置されたジェットノズル18,18...より高圧水JWを噴射することにより、土砂収容部12内に水を供給しつつ水流を生じさせる。   In this way, by jetting the high pressure water JW from the jet nozzles 18, 18... Installed outside the earth and sand container 12, a water flow is generated while supplying water into the earth and sand container 12.

そして、この水流の水勢によって異物36から土砂成分37を引き?がすとともに、土砂収容部12内の水を攪拌し、当該攪拌により土砂成分37と異物36との分離を促進し、攪拌に伴い分離された土砂成分37及び異物36が当該水流に運ばれて土砂収容部12内の水中で浮遊する。   Then, the sediment component 37 is drawn from the foreign matter 36 by the water flow of the water flow, and the water in the sediment containing portion 12 is stirred, and the stirring promotes the separation of the sediment component 37 and the foreign matter 36. The separated earth and sand component 37 and the foreign matter 36 are conveyed to the water flow and float in the water in the earth and sand container 12.

また、この水流には、高圧水JWが水面に叩きつけられた際の衝撃により周辺の空気を取り込んで気泡38,38...が混入され、この気泡38,38...が水流に運ばれ、その気泡38,38...の分離効果により異物36と土砂成分37との分離が促進されるようになっている。   Also, in this water flow, the surrounding air is taken in by the impact when the high-pressure water JW is struck against the water surface, and bubbles 38, 38 ... are mixed, and these bubbles 38, 38 ... are carried into the water flow. The separation of the foreign matter 36 and the sediment component 37 is promoted by the separation effect of the bubbles 38, 38.

そして、排水手段により土砂回収槽32内の水位を一定に保つとともに、ジェットノズル18,18...からの高圧水JW噴射により順次土砂収容部12内に給水することにより、土砂収容部12内の水位が透過部15の下縁位置を上回り、土砂成分37が浮遊した状態で混在する水が透過部15を通して越流する。   Then, the water level in the sediment collection tank 32 is kept constant by the drainage means, and the water is sequentially fed into the sediment storage unit 12 by high-pressure water JW injection from the jet nozzles 18, 18. The water level exceeds the lower edge position of the permeation part 15, and the mixed water overflows through the permeation part 15 in a state where the earth and sand component 37 floats.

このように土砂成分37の混在した水が土砂収容部12外に越流することにより、その越流Fに運ばれた土砂成分37は、透過部15を通して土砂収容部12外、即ち、土砂回収槽32内に放出され、当該放出された比重の大きい土砂成分37が貯留水33中を沈降して土砂回収槽32の底部に堆積する。   Thus, when the water in which the sediment component 37 is mixed flows out of the sediment storage unit 12, the sediment component 37 carried to the overflow F is passed through the permeation unit 15, outside the sediment storage unit 12, that is, sediment recovery. The earth and sand component 37 having a large specific gravity discharged into the tank 32 settles in the stored water 33 and accumulates at the bottom of the earth and sand collection tank 32.

一方、土砂成分37と分離された木片等の異物36は、水流に運ばれて浮遊した状態で土砂収容部12内を循環し、土砂収容部12内の水が透過部15を通して越流する際には、透過部15に阻まれて土砂収容部12内に残存し、再度水流に運ばれて土砂収容部12内を循環する。   On the other hand, the foreign matter 36 such as a piece of wood separated from the earth and sand component 37 circulates in the earth and sand container 12 while being carried by the water stream and floats, and when the water in the earth and sand container 12 overflows through the transmission part 15. Then, it is blocked by the permeation part 15 and remains in the earth and sand container 12, and is carried again to the water stream and circulates in the earth and sand container 12.

また、異物36は、シェル10,11の内壁及び透過部15への衝突を繰り返しながら循環し、その衝突による衝撃によっても異物36に付着した土砂成分37の分離が促進される。   Further, the foreign matter 36 circulates while repeatedly colliding with the inner walls of the shells 10 and 11 and the transmission part 15, and the separation of the earth and sand component 37 adhering to the foreign matter 36 is also promoted by the impact caused by the collision.

尚、この一連の分離作業においては、図4に示すように、土砂回収槽32の周壁を高く形成し、グラブバケット2全体の周囲を囲むようにする。それによって、土砂成分を含む水の高圧水JWの噴射による土砂回収槽32外へ飛散が防止され、周辺水域の汚濁を防止し且つ、土砂成分を効率よく回収することができる。   In this series of separation operations, as shown in FIG. 4, the peripheral wall of the earth and sand collection tank 32 is formed high so as to surround the entire grab bucket 2. Thereby, scattering of the high-pressure water JW containing the earth and sand components to the outside of the earth and sand collection tank 32 is prevented, and contamination of the surrounding water area can be prevented and the earth and sand components can be efficiently collected.

そして、このジェット水流を利用した分離作業を所望の時間だけ繰り返し行い、土砂成分37と異物36との分離が完了したらグラブバケット2を動作手段により土砂回収槽32より引き上げ、異物36用の運搬船上に移動させ、そこで、土砂収容部12を解放し、異物用運搬船に木片等の異物36を積み替えて異物36を回収する。   The separation operation using the jet water flow is repeated for a desired time, and when the separation of the sediment component 37 and the foreign material 36 is completed, the grab bucket 2 is lifted from the sediment collection tank 32 by the operating means, and on the transport ship for the foreign material 36. Therefore, the earth and sand container 12 is released, and the foreign material 36 such as a piece of wood is reloaded on the foreign material transport ship to collect the foreign material 36.

尚、土砂収容部12内に異物36とともに礫や石片等の比較的粒径の大きい成分が残存している場合には、運搬船上に目の粗い振動篩等の篩を設置しておき、この篩上でグラブバケット2を解放することにより木片等の異物36と礫分等とを分別できる。その際、上記の分離促進作業によりグラブバケット2内で異物36と礫分等とが互いに分離された状態にあるので篩で好適に分離できる。   In addition, in the case where a component having a relatively large particle size such as gravel and stone pieces remains together with the foreign matter 36 in the earth and sand container 12, a sieve such as a coarse vibrating sieve is installed on the transport ship, By releasing the grab bucket 2 on the sieve, foreign matter 36 such as wood chips and gravel can be separated. At that time, since the foreign matter 36 and gravel are separated from each other in the grab bucket 2 by the above-described separation promotion operation, the separation can be suitably performed with a sieve.

そして、上述した一連の作業を、グラブ浚渫船4を移動させつつ行い、浚渫対象水域の水底部Aを順次浚渫し、浚渫する毎に異物混在土砂30を土砂成分37と木片等の異物36とに分離し、分離された土砂成分37と異物36とをそれぞれ別個に回収する。   Then, the above-described series of operations are performed while moving the grab dredger 4, and the bottom A of the dredging target water area is dredged in sequence, and each time the dredging is mixed, the foreign substance mixed earth and sand 30 is changed into the earth and sand component 37 and the foreign substance 36 such as a wood piece. The separated earth and sand component 37 and the foreign matter 36 are separately collected.

このように構成された浚渫土砂の分離方法では、異物混在土砂30を砂等の土砂成分37と木片等の異物36とに分離する作業を一連の浚渫作業の中で行うことができるので、大幅に工期の短縮を図れ、作業費用の低減を図ることができ、更に、分別用の装置を別途設ける必要がないので設備費を抑制することができる。   In the dredged sand separation method configured in this way, the work of separating the foreign-material-mixed sand 30 into the sand-and-sand component 37 such as sand and the foreign-material 36 such as wood chips can be performed in a series of dredging work. In addition, the construction period can be shortened, the work cost can be reduced, and the equipment cost can be suppressed because it is not necessary to provide a separate apparatus for separation.

また、この浚渫土砂の分離方法では、ジェット水流による分離効果に加え、水流に混在した気泡38,38...による分離効果によって砂等の土砂成分37と木片等の異物36との分離が促進されるため、簡易且つ安価であっても効率よく分別作業を行うことができるようになっている。   Further, in this dredged sand separation method, in addition to the separation effect by the jet water flow, the separation effect by the bubbles 38, 38. Therefore, even if it is simple and inexpensive, the separation work can be performed efficiently.

更に、本発明方法では、一連の浚渫作業の中で分離作業を行い、且つ、高い分離効果によって木片等の異物21と土砂成分22とがそれぞれ再利用可能に分離された状態で回収できるので、関係法令に基づく規制の影響が軽減され、回収物、即ち土砂成分22と木片等21とをそれぞれ資源として再利用(リサイクル)することが容易になる。 Furthermore, in the method of the present invention, the separation work is performed in a series of dredging work, and the foreign matter 21 such as a piece of wood and the earth and sand component 22 can be recovered in a reusable separated state by a high separation effect. The influence of the regulations based on related laws and regulations is reduced, and it becomes easy to reuse (recycle) the recovered material, that is, the earth and sand component 22 and the wood chips 21 as resources.

尚、上述の実施例では、ジェット水流を用いた土砂分離作業を作業台船31上に設置した土砂回収槽32内で行う例について説明したが、土砂回収槽32は浚渫対象水域近傍の地上に設置してもよい。   In the above-described embodiment, the example in which the earth and sand separation work using the jet water flow is performed in the earth and sand collection tank 32 installed on the work table ship 31 is described. However, the earth and sand collection tank 32 is located on the ground near the dredging target water area. May be installed.

また、ジェット水流を用いた分離作業は、土砂回収槽32を使用せずに、浚渫対象水域の水面部にて行うようにしてもよく、その場合には、越流Fによって土砂収容部12より放出された土砂成分37が水底部Aに沈降する。尚、ここで水面部とは、水面Bを境界とした水上と水中とに跨る一定の区域をいうものとする。   Further, the separation work using the jet water flow may be performed at the water surface portion of the dredging target water area without using the earth and sand collection tank 32, and in that case, from the earth and sand container 12 by the overflow F. The discharged earth and sand component 37 settles on the water bottom A. In addition, a water surface part shall mean the fixed area over the water and water which made the water surface B a boundary here.

また、上述の実施例では、土砂収容部12上面部の一方の端部に片寄せて透過部15を設けた例について説明したが、図5に示すように、土砂収容部12上面部の両端に一対の透過部15を対称配置に設けてもよい。尚、上述の実施例と同様の構成には同一符号を付して説明を省略する。   Moreover, although the above-mentioned Example demonstrated the example which provided the permeation | transmission part 15 in the one end part of the earth-and-sand accommodating part 12 upper surface part, as shown in FIG. A pair of transmission portions 15 may be provided in a symmetrical arrangement. In addition, the same code | symbol is attached | subjected to the structure similar to the above-mentioned Example, and description is abbreviate | omitted.

この場合、一方のシェル10に形成された透過部15を通してジェットノズル18,18...から高圧水JWを噴射することにより、土砂収容部12内に水を供給しつつ水流を発生させ、この水流の水勢によって異物36から土砂成分37を引き?がすとともに、土砂収容部12内の水を攪拌し、当該攪拌により土砂成分37と異物36との分離を促進し、攪拌に伴い分離された土砂成分37及び異物36が当該水流に運ばれて浮遊する。   In this case, by jetting high-pressure water JW from the jet nozzles 18, 18... Through the transmission part 15 formed in one shell 10, a water flow is generated while supplying water into the earth and sand container 12. The sediment component 37 is pulled from the foreign material 36 by the water flow, and the water in the sediment storage unit 12 is stirred, and the stirring promotes the separation of the sediment component 37 and the foreign material 36 and is separated along with the stirring. The earth and sand component 37 and the foreign matter 36 are carried by the water stream and float.

そして、両透過部15,15より土砂成分37の混在した水が越流することにより、その越流Fに運ばれて土砂成分37が土砂収容部12外に放出されるようになっている。その際、シェル11側の透過部15が開放されていることにより、水流に押されて土砂成分37が混在した水がシェル11側の透過部15より越流しやすくなっている。   And when the water in which the earth and sand component 37 was mixed overflows from both the permeation | transmission parts 15 and 15, it is carried to the overflow F and the earth and sand component 37 is discharge | released out of the earth and sand accommodating part 12. FIG. At that time, since the permeation portion 15 on the shell 11 side is opened, the water mixed with the earth and sand component 37 by being pushed by the water flow easily flows over the permeation portion 15 on the shell 11 side.

尚、上述の各実施例においては、ジェットノズル18,18...をグラブバケット2のアーム13に設置した例について説明したが、ジェットノズル18,18...の設置位置はアーム13に限定されず、例えば、シェル10,11内の外殻内周面に沿って設置してもよく、また、グラブバケット2以外の例えば、土砂回収槽32の内壁部にジェットノズル18,18...を予め設置しておき、その位置に合わせてグラブバケット2を土砂回収槽32内へ移動させるようにしてもよい。   In each of the above-described embodiments, the example in which the jet nozzles 18, 18... Are installed on the arm 13 of the grab bucket 2 has been described, but the installation positions of the jet nozzles 18, 18. For example, it may be installed along the inner peripheral surface of the outer shell in the shells 10 and 11, and the jet nozzles 18, 18, etc. on the inner wall portion of the earth and sand collection tank 32 other than the grab bucket 2. May be installed in advance, and the grab bucket 2 may be moved into the earth and sand collection tank 32 according to the position.

また、異物は、上述の実施例で例示した木片等に限定されず、土砂に混じって水底部に存在するすべてのものをいうものとする。   Moreover, a foreign material shall not be limited to the wood piece etc. which were illustrated in the above-mentioned Example, but shall mean all the things which are mixed in earth and sand and exist in a water bottom part.

A 水底部
B 水面
JW 高圧水
F 越流
1 浚渫装置
2 グラブバケット
3 動作手段(クレーン装置)
4 グラブ浚渫船
5 ジブ
6 昇降用ワイヤー
7 操作用ワイヤー
8 上部フレーム
9 下部フレーム
10,11 シェル
12 土砂収容部
13 アーム
15 透過部
16 封鎖扉
17 蝶番
18 ジェットノズル
19 高圧水供給手段
20 給水ホース
21 取付部材
30 異物混在土砂
31 土砂運搬船
32 土砂回収槽
33 貯留水
34 ポンプ
35 排水ホース
36 異物
37 土砂成分
38 気泡
A Water bottom B Water surface JW High pressure water F Overflow 1 Dredging device 2 Grab bucket 3 Operating means (crane device)
4 Grab dredger 5 Jib 6 Lifting wire 7 Operation wire 8 Upper frame 9 Lower frame 10, 11 Shell 12 Sediment storage part 13 Arm 15 Permeation part 16 Sealing door 17 Hinge 18 Jet nozzle 19 High pressure water supply means 20 Installation of water supply hose 21 Member 30 Foreign matter mixed earth and sand 31 Earth and sand transport ship 32 Earth and sand collection tank 33 Water storage 34 Pump 35 Drain hose 36 Foreign object 37 Earth and sand component 38 Air bubbles

Claims (11)

複数のシェルからなる開閉可能な土砂収容部を有するグラブバケット及び該グラブバケットを動作させるための動作手段を備えてなる浚渫装置を使用して水底部の異物混在土砂を浚渫し、該浚渫した異物混在土砂を土砂成分と異物とに分離する浚渫土砂の分離方法において、
前記土砂収容部の上面部に網状又は格子状の透過部を備えてなるグラブバケットを使用し、
前記土砂収容部内に水底部の異物混在土砂を掴み取った後、前記土砂収容部を閉じた状態でジェットノズルを用いて前記土砂収容部内に高圧水を噴射し、前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出し、然る後、前記土砂収容部内に残存した異物を回収することを特徴としてなる浚渫土砂の分離方法。
A grab bucket having an openable and closable earth and sand container composed of a plurality of shells and a dredging device comprising an operating means for operating the grab bucket is used to drown foreign matter mixed soil at the bottom of the water, and the dredged foreign matter In the separation method of dredged soil that separates mixed sediment into sediment components and foreign matter,
Using a grab bucket comprising a mesh-like or lattice-like transmission part on the upper surface part of the earth and sand container,
After grabbing foreign matter mixed sand at the bottom of the earth and sand in the earth and sand container, high pressure water is injected into the earth and sand container using a jet nozzle in a state where the earth and sand container is closed, and water is supplied into the earth and sand container. While producing a water flow, using the water flow to separate the foreign material mixed earth and sand into the foreign material and the earth and sand component, and overflowing the mixed water in a state where the earth and sand component is floating through the permeation portion, A method for separating dredged sand, characterized in that the earth and sand components are discharged out of the earth and sand container, and then foreign substances remaining in the earth and sand container are collected.
前記ジェットノズルを前記土砂収容部外に設置し、前記透過部を通して前記高圧水を土砂収容部内に噴射する請求項1に記載の浚渫土砂の分離方法。   The method for separating dredged sand according to claim 1, wherein the jet nozzle is installed outside the earth and sand container, and the high-pressure water is injected into the earth and sand container through the transmission part. 台船上又は地上に設置された土砂回収槽内に異物混在土砂を掴み取った前記グラブバケットを移動させ、前記土砂回収槽内で前記ジェットノズルを用いて前記土砂収容部内へ高圧水を噴射し、前記土砂成分が浮遊した状態で混在する水を前記土砂回収槽内に越流させる請求項1又は2に記載の浚渫土砂の分離方法。   Move the grab bucket that has grabbed foreign matter mixed earth and sand into the earth and sand collection tank installed on the trolley or on the ground, and jet high pressure water into the earth and sand container using the jet nozzle in the earth and sand collection tank, The dredged soil separation method according to claim 1 or 2, wherein water mixed in a state where the sediment component floats is allowed to overflow into the sediment collection tank. 前記土砂回収槽内に貯留された水を前記ジェットノズルに供給し、該貯留水を前記土砂回収槽とジェットノズルとの間で循環させる請求項3に記載の浚渫土砂の分離方法。   The method for separating dredged sand according to claim 3, wherein water stored in the earth and sand recovery tank is supplied to the jet nozzle, and the stored water is circulated between the earth and sand recovery tank and the jet nozzle. 前記土砂収容部に前記透過部を開閉する封鎖扉を備え、前記透過部を閉じた状態で水底部の異物混在土砂を掴み取り、然る後、前記透過部を開いて前記土砂収容部内に高圧水を噴射する請求項1〜3又は4に記載の浚渫土砂の分離方法。   The earth and sand container is provided with a sealing door that opens and closes the permeation part, and the foreign substance mixed earth and sand at the bottom of the water is grasped with the permeation part closed, and then the permeation part is opened and high-pressure water is placed in the earth and sand container. The method for separating dredged material sand according to claim 1, wherein jetting is performed. 複数のシェルからなる開閉可能な土砂収容部を有するグラブバケットと、該グラブバケットを動作させるための動作手段とを備え、前記グラブバケットにより水底部の異物混在土砂を掴み取るようにしてなる浚渫装置において、
前記土砂収容部の上面部に網状又は格子状の透過部を備えるとともに、前記土砂収容部内に高圧水を噴射するジェットノズルを備え、前記高圧水を噴射することにより前記土砂収容部内に水を供給しつつ水流を生じさせ、該水流を利用して前記異物混在土砂を前記異物と土砂成分とに分離させるとともに、前記透過部を通して前記土砂成分が浮遊した状態で混在する水を越流させて前記土砂成分を前記土砂収容部外に放出するようにしたことを特徴としてなる浚渫装置。
A gutter device comprising a grab bucket having a plurality of shellable openable and closable earth and sand containers, and an operating means for operating the grab bucket, wherein the grab bucket grabs foreign matter mixed earth and sand at the bottom of the water. In
The top surface of the earth and sand container is provided with a net-like or lattice-shaped transmission part, and is provided with a jet nozzle that injects high-pressure water into the earth and sand container, and water is supplied into the earth and sand container by injecting the high-pressure water. While producing a water flow, using the water flow to separate the foreign material mixed earth and sand into the foreign material and the earth and sand component, and overflowing the mixed water in a state where the earth and sand component is floating through the permeation portion, A dredge apparatus characterized in that earth and sand components are discharged out of the earth and sand container.
前記ジェットノズルを前記土砂収容部外に設置し、前記透過部を通して前記高圧水を土砂収容部内に噴射するようにしてなる請求項6に記載の浚渫装置。   The dredge apparatus according to claim 6, wherein the jet nozzle is installed outside the earth and sand container, and the high-pressure water is injected into the earth and sand container through the transmission part. 前記土砂収容部上面部の一方の端部に片寄せて前記透過部を設けてなる請求項6又は7に記載の浚渫装置。   The dredge device according to claim 6 or 7, wherein the transmitting portion is provided so as to be shifted to one end portion of the upper surface portion of the earth and sand accommodating portion. 前記土砂収容部上面部の両端に一対の前記透過部を対称配置に設けてなる請求項6又は7に記載の浚渫装置。   The dredge apparatus of Claim 6 or 7 which provides a pair of said permeation | transmission part in symmetrical arrangement at the both ends of the said earth-and-sand accommodating part upper surface part. 前記土砂収容部に前記透過部を開閉する封鎖扉を備えた請求項6〜8又は9に記載の浚渫装置。   The dredge apparatus of Claim 6-8 or 9 provided with the sealing door which opens and closes the said permeation | transmission part in the said earth and sand accommodating part. 前記ジェットノズルに空気を供給する空気供給手段を備え、前記高圧水に気泡を混入できるようにしてなる請求項6〜9又は10に記載の浚渫装置。

The dredge device according to claim 6, further comprising air supply means for supplying air to the jet nozzle so that bubbles can be mixed into the high-pressure water.

JP2012280543A 2012-12-25 2012-12-25 Method and apparatus for separating dredged soil Active JP6004335B2 (en)

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