JP4754977B2 - Bagging dehydration method and equipment - Google Patents

Bagging dehydration method and equipment Download PDF

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JP4754977B2
JP4754977B2 JP2006026643A JP2006026643A JP4754977B2 JP 4754977 B2 JP4754977 B2 JP 4754977B2 JP 2006026643 A JP2006026643 A JP 2006026643A JP 2006026643 A JP2006026643 A JP 2006026643A JP 4754977 B2 JP4754977 B2 JP 4754977B2
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bag
bag body
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JP2007203231A (en
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博之 佐伯
昌由 杉本
友一朗 弘瀬
昭彦 岡村
正博 倉田
克彦 東
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Ashimori Industry Co Ltd
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本発明は、泥土、特に粘性土やシルトの泥土等の含水土砂を、透水性袋体内に充填して脱水を行う袋詰脱水処理方法に関するものである。   TECHNICAL FIELD The present invention relates to a bagging and dewatering treatment method in which water-containing earth and sand such as mud soil, particularly viscous soil and silt mud is filled in a permeable bag and dewatered.

河川、湖沼、海洋などから浚渫された高含水比の泥土等の含水土砂を脱水処理し、有効利用を図る方法の一つして、透水性布帛等からなる袋体に泥土を充填し、水分を袋体外に透過させることにより脱水を図る袋詰脱水方法がある(特許文献1参照)。この方法によれば、含水土砂を土質改良して土工材料として再利用する、もしくは、環境汚染物質を含有する泥土を脱水・減量化して封じ込めることが可能となる。
従来、小型の袋体を用いる場合、袋詰に際しては、バックホウで含水土砂を掬い上げ、計量ホッパーを介して袋体内に投入するバックホウ充填方式が採用されてきた。
しかし、バックホウ充填方式は作業能率が低く、充填時に含水土砂が飛散し易く、含水土砂が環境汚染物質を含有している場合、充填時に袋体周辺を逆に汚染させるといった問題点や、大量施工に不向きであるといった問題点を有していた。
また、含水土砂をポンプにより圧送し充填するポンプ充填方式の採用も検討したが、その場合であっても、ポンプ側と袋体との接続部分から、充填時等において、含水土砂が漏出したり、零れたり、袋体内から溢れ出たりするおそれがあった。
特開2002−178000号公報
One of the methods for dehydrating high-water content mud soil dredged from rivers, lakes, oceans, etc., and effectively using it, filling mud soil into bags made of permeable fabric, etc. There is a bagging dehydration method for dehydrating by allowing permeation to pass outside the bag body (see Patent Document 1). According to this method, it is possible to improve the soil quality of the hydrous sand and reuse it as an earthwork material, or to dewater and reduce the amount of mud containing an environmental pollutant and contain it.
Conventionally, when a small bag is used, a backhoe filling method has been adopted in which water-containing earth and sand are scooped up with a backhoe and put into the bag through a measuring hopper when packing.
However, the backhoe filling method has low work efficiency, and the hydrated earth and sand are likely to be scattered during filling. It has a problem that it is not suitable for.
In addition, we also considered the use of a pump filling method in which hydrous sand is pumped and filled with a pump, but even in that case, the hydrous sand may leak from the connection between the pump side and the bag during filling. There was a risk of spilling or overflowing from the bag.
JP 2002-178000 A

そこで、本発明の主たる課題は、含水土砂を袋体内に充填する際や、充填が終了した後に、ポンプと袋体との接続部から含水土砂が漏れて作業場を汚染するのを防止することにある。   Therefore, the main problem of the present invention is to prevent the soil containing the soil from leaking from the connecting portion between the pump and the bag when filling the soil with the sand or after the filling is completed. is there.

上記課題を解決した本発明は次記のとおりである。
<請求項1記載の発明>
含水土砂をポンプにより透水性袋体内に充填し、この袋体内容物のうち水分を袋体外に透過させて脱水する袋詰脱水処理工法において、
前記袋体として、筒状に突出する注入口部を有する袋体を用いるとともに、
前記ポンプに、吐出口とこの吐出口に前記袋体の注入口部を着脱自在に連結する袋体取付部とを有する注入管路を連通させ、前記袋体の注入口部を前記注入管路の袋体取付部に固定して前記充填を行
前記注入口部の周囲を取り囲むように膨縮可能なバッグを配し、前記袋体内への充填を停止するに際して、前記ポンプを停止するとともに、前記バッグ内に流体を加圧供給して前記バッグを膨張させることにより前記注入口部を絞り、これによって注入口部内の含水土砂を袋体内に押し入れるとともに注入口部を閉じ、しかる後に袋体とポンプとの接続を解除する、
ことを特徴とする袋詰脱水処理方法。
The present invention that has solved the above problems is as follows.
<Invention of Claim 1>
In the dewatering processing method of bagging, the hydrous sand is filled into the permeable bag by a pump, and moisture is permeated out of the bag to dehydrate it.
As the bag body, a bag body having an inlet port protruding in a cylindrical shape is used,
The pump is connected to an injection line having a discharge port and a bag body attachment part that removably connects the injection port part of the bag body to the discharge port, and the injection port part of the bag body is connected to the injection pipe line. There line the filled and fixed to the bag body mounting portion,
A bag that can be inflated and contracted is provided so as to surround the periphery of the inlet, and when the filling into the bag is stopped, the pump is stopped and a fluid is pressurized and supplied into the bag. The inlet part is squeezed by inflating, thereby pressing the hydrated earth and sand in the inlet part into the bag body and closing the inlet part, and then releasing the connection between the bag body and the pump,
A bagging dehydration method characterized by the above.

(作用効果)
この場合、注入管路の吐出口と袋体の注入口部とを着脱自在に連結できるため、袋体と注入管路とを容易かつ確実に連結でき、充填時等において、含水土砂が漏出したり、零れたりし難くなる。
(Function and effect)
In this case, since the discharge port of the injection pipe and the injection port of the bag body can be detachably connected, the bag body and the injection pipe can be easily and reliably connected. Or spilling.

また、筒状に突出する注入口部を有する袋体を用いた場合、充填を終えた後にポンプと袋体との接続を解除すると、従来は、注入口部内に残留する土砂が逆流して外部に溢れ出てしまうことがあった。これに対して、本項記載のように、袋体の注入口部を絞ることにより、注入口部内の含水土砂を袋体内に押し入れるとともに注入口部を閉じると、袋体とポンプとの接続を解除しても、注入口部内に含水土砂が残留していないため、含水土砂が溢れ出て周囲を汚染するといった事態が発生し難くなる。 In addition, when a bag body having an injection port portion that protrudes in a cylindrical shape is used, when the connection between the pump and the bag body is released after filling, conventionally, the earth and sand remaining in the injection port portion will flow backward to the outside. It sometimes overflowed. On the other hand, as described in this section, by squeezing the inlet portion of the bag body, when the hydrated earth and sand in the inlet portion is pushed into the bag body and the inlet portion is closed, the bag body and the pump are connected. Even if is released, since the hydrous sand does not remain in the inlet, it becomes difficult for the hydrous sand to overflow and contaminate the surroundings.

<請求項記載の発明>
前記袋体内への充填を停止するに際して、前記注入口部を絞った後、前記ポンプと前記袋体とを繋ぐ経路の途中から吸引を行いつつ、袋体とポンプとの接続を解除する、請求項記載の袋詰脱水処理方法。
<Invention of Claim 2 >
When the filling into the bag body is stopped, after the injection port portion is squeezed, the connection between the bag body and the pump is released while performing suction from the middle of the path connecting the pump and the bag body. Item 1. A bag dehydrating method according to item 1 .

(作用効果)
袋体へポンプによる充填を行う場合、充填を終えた後に袋体とポンプとの接続を解除すると、ポンプと袋体とを繋ぐ経路内に残留する含水土砂が排出され、周囲を汚してしまう問題がある。これに対して、本項記載のように吸引を行うと残留含水土砂を吸引回収でき、残留含水土砂の排出により周囲を汚してしまう問題を回避できる。
(Function and effect)
When filling the bag body with a pump, if the connection between the bag body and the pump is released after filling, the water-containing earth and sand remaining in the path connecting the pump and the bag body will be discharged and the surroundings will be soiled There is. On the other hand, if suction is performed as described in this section, the residual hydrous sand can be collected by suction, and the problem of soiling the surroundings due to the discharge of the residual hydrous sand can be avoided.

<請求項記載の発明>
筒状に突出する注入口部を有する透水性袋体内に、その注入口部を介して含水土砂を充填し、袋体内容物のうち水分を袋体外に透過させて脱水する設備において、
含水土砂を圧送するポンプと、前記ポンプに連通された注入管路と、この注入管路に設けられた吐出口と、この注入管路の吐出口に袋体の注入口部を着脱自在に連結する袋体取付部と、前記注入口部の周囲を取り囲むように配される膨縮可能なバッグと、このバッグ内に流体を加圧供給する流体供給装置とを備えており、前記バッグの膨張により前記袋体の注入口部が絞られて閉じられるように構成されている、
ことを特徴とする袋詰脱水処理設備。
<Invention of Claim 3 >
In the water-permeable bag body having an injection port portion protruding in a cylindrical shape, filled with hydrous sand through the injection port portion, in the equipment for allowing moisture to permeate out of the bag body and dehydrating the bag contents,
A pump for pumping hydrous sand, an injection pipe communicating with the pump, a discharge port provided in the injection pipe, and an injection port portion of the bag body detachably connected to the discharge port of the injection pipe A bag body attaching portion, an inflatable / shrinkable bag disposed so as to surround the periphery of the inlet portion, and a fluid supply device that pressurizes and supplies a fluid into the bag. Is configured so that the inlet port of the bag body is squeezed and closed,
A dehydration facility for bagging.

(作用効果)
請求項1記載の発明と同様の作用効果を奏する。特に、注入口部の周囲を取り囲むように配された膨縮可能なバッグ内に流体を加圧供給すると、膨張したバッグにより注入口部が押し潰され。その結果、注入口部が絞られて閉じられる。このように流体圧を利用して注入口部を絞ると、注入口部の形状によらず密に閉じることができ、また注入口部が疲労し難いという利点ももたらされる。
(Function and effect)
The same effects as those of the first aspect of the invention can be achieved. In particular, when a fluid is pressurized and supplied into an inflatable bag that is arranged so as to surround the periphery of the inlet portion, the inlet portion is crushed by the inflated bag. As a result, the injection port is squeezed and closed. When the injection port portion is squeezed using the fluid pressure in this manner, it is possible to close the injection port portion regardless of the shape of the injection port portion, and there is also an advantage that the injection port portion is not easily fatigued.

<請求項記載の発明>
前記袋体取付部は、前記注入管路外面において吐出口よりも基端側に設けられた、先端側に向かうにつれて外径が漸次増加する拡径部と、この拡径部を取り囲むように通されるとともに、拡径部の最大径よりも小さくかつ最小径よりも大きい内径を有するリング部材と、前記リング部材を前記拡径部の最大径側に押し付ける固定機構とを有し、
前記注入口部を前記注入管路外周面と前記リング部材の内周面との間で挟持固定するように構成されている、
請求項記載の袋詰脱水処理設備。
<Invention of Claim 4 >
The bag attachment portion is provided on the outer surface of the injection pipe on the base end side with respect to the discharge port, and has a diameter-enlarged portion with an outer diameter gradually increasing toward the distal end side. And a ring member having an inner diameter smaller than the maximum diameter of the expanded diameter portion and larger than the minimum diameter, and a fixing mechanism for pressing the ring member against the maximum diameter side of the expanded diameter portion,
The injection port portion is configured to be clamped and fixed between the outer peripheral surface of the injection pipe line and the inner peripheral surface of the ring member.
The bagging dewatering equipment according to claim 3 .

(作用効果)
本項記載の袋体取付部においては、袋体の注入口部に対して注入管路から抜ける方向の力が作用すると、リング部材に対しては拡径部の最大径側へ向かう力が作用することになるため、リング部材が注入口部を余計に締め付けるようになる。よって漏れなく且つ強固に袋体を取り付けることが可能になる。また、構造が簡素なため、含水土砂を取り扱う環境下でも確実に機能するという利点もある。
(Function and effect)
In the bag body attachment portion described in this section, when a force in the direction of coming out of the injection conduit acts on the injection port portion of the bag body, a force toward the maximum diameter side of the enlarged diameter portion acts on the ring member. As a result, the ring member tightens the inlet part excessively. Therefore, it is possible to attach the bag body firmly and without leakage. Moreover, since the structure is simple, there is also an advantage that it functions reliably even in an environment in which hydrous sand is handled.

<請求項記載の発明>
前記固定機構が、前記リング部材を前記押し付けの方向およびその逆方向に沿って往復駆動するシリンダーである、請求項記載の袋詰脱水処理設備。
<Invention of Claim 5 >
The bagging dewatering processing facility according to claim 4 , wherein the fixing mechanism is a cylinder that reciprocates the ring member along the pressing direction and the opposite direction.

(作用効果)
このようにシリンダーを用いてリング部材の押し付け及び離間を行う構成とすると、容易かつ強力にリング部材を駆動でき、作業性が向上するため好ましい。
(Function and effect)
A configuration in which the ring member is pressed and separated using a cylinder in this manner is preferable because the ring member can be driven easily and strongly, and workability is improved.

<請求項記載の発明>
前記吐出口において、吐出口先端を開閉する弁体と、この弁体を常に閉状態に付勢する付勢手段とからなる逆止弁が設けられている、請求項のいずれか1項に記載の袋詰脱水処理設備。
<Invention of Claim 6 >
In the discharge outlet, a valve body for opening and closing the discharge opening tip, the check valve comprising a biasing means for biasing the valve element always in a closed state is provided, one of the claims 3-5 1 The bagging dehydration processing equipment according to item.

(作用効果)
本項記載のように、吐出口に逆止弁を設けると、吐出時には吐出力により弁体が押されて開状態になるものの、非吐出時には付勢手段により弁体が閉状態になるため、取り付けもしくは取り外し時等において、含水土砂がこぼれ難くなる。
(Function and effect)
As described in this section, when a check valve is provided at the discharge port, the valve body is pushed open by the discharge force during discharge, but the valve body is closed by the biasing means during non-discharge, During installation or removal, hydrous sand is less likely to spill.

<請求項記載の発明>
前記注入管路に吸引口が設けられ、この吸引口に吸引装置が接続されている、請求項のいずれか1項に記載の袋詰脱水処理設備。
<Invention of Claim 7 >
The bagging dewatering processing facility according to any one of claims 3 to 6 , wherein a suction port is provided in the injection conduit, and a suction device is connected to the suction port.

(作用効果)
請求項記載の発明と同様の作用効果を奏する。
(Function and effect)
The same effects as those of the second aspect of the invention can be achieved.

<請求項記載の発明>
前記吐出口に可撓性筒体が連結されており、前記吸引装置の吸引力より前記可撓性筒体が潰れて閉塞するように構成されている、請求項記載の袋詰脱水処理設備。
<Invention of Claim 8 >
The bagging dewatering processing facility according to claim 7 , wherein a flexible cylindrical body is connected to the discharge port, and the flexible cylindrical body is crushed and closed by a suction force of the suction device. .

(作用効果)
吸引装置を用いる場合、吐出口にゴムチューブ等の可撓性筒体を連結すると、吸引力を作用させたときに筒体が潰れて閉塞し、含水土砂がこぼれるのを防止できる。また、逆止弁の場合、弁体の開閉部分に石等の異物が詰まると閉鎖しなくなるおそれがあるが、本項記載の場合、可撓性筒体内に石などの異物が存在しても、筒体が異物の表面に密着して結局は閉塞することになるため、より確実に吐出口を閉鎖できる利点もある。
(Function and effect)
When a suction device is used, if a flexible cylinder such as a rubber tube is connected to the discharge port, the cylinder can be crushed and closed when a suction force is applied, and spillage of hydrous soil can be prevented. In addition, in the case of a check valve, there is a risk that it will not close if foreign matter such as stone is clogged in the opening and closing part of the valve body. However, in the case described in this section, even if foreign matter such as stone exists in the flexible cylinder In addition, since the cylindrical body comes into close contact with the surface of the foreign matter and eventually closes, there is an advantage that the discharge port can be closed more reliably.

<請求項記載の発明>
前記吐出口に筒体が取り付けられ、
可撓性筒状体の一端が他端側に折り返されて、内筒部と外筒部とを有する二重筒状に形成されるとともに、この二重筒状の可撓性筒状体の一端及び他端が前記筒体に固定され、
さらに、前記内筒部と外筒部との間の環状空間部に加圧減圧手段が接続されている、請求項のいずれか1項に記載の袋詰脱水処理設備。
<Invention of Claim 9 >
A cylinder is attached to the discharge port,
One end of the flexible cylindrical body is folded back to the other end side to form a double cylinder having an inner cylinder part and an outer cylinder part. One end and the other end are fixed to the cylinder,
Further, pressurization pressure reducing means in the annular space between the inner cylinder part and the outer cylinder portion is connected, sacked dehydration treatment facility according to any one of claims 3-7.

(作用効果)
この形態では、加圧減圧手段により、流体給排口及び流路を介して可撓性筒状体の環状空間部内を減圧すると、内筒部と外筒部とが密着する結果、吐出口に連通する内筒部内の通路が広がり、含水土砂が流通可能な状態となる。加圧減圧手段により、流体給排口及び流路を介して可撓性筒状体の環状空間部内を加圧すると、内筒部が外筒部に対して膨出することにより内筒部内の通路が狭まって閉塞し、含水土砂が流通不可能な状態となる。この形態では、石等の異物が内筒部内に挟まったとしても、内筒部が異物の表面に密着することにより、確実に吐出口を閉塞できる。また、減圧により内筒部を開放するため、開放を確実に行うことができる。
(Function and effect)
In this embodiment, when the pressure in the annular space portion of the flexible cylindrical body is reduced by the pressurizing / depressurizing means through the fluid supply / discharge port and the flow path, the inner tube portion and the outer tube portion are brought into close contact with each other. The passage in the inner cylinder part which communicates spreads, and it will be in the state which can circulate hydrous sand. When the inside of the annular space portion of the flexible cylindrical body is pressurized through the fluid supply / discharge port and the flow path by the pressurizing / depressurizing means, the inner cylindrical portion bulges out with respect to the outer cylindrical portion, so that the inner cylindrical portion is expanded. The passage is narrowed and blocked, and the hydrated sand cannot flow. In this embodiment, even if a foreign substance such as a stone is caught in the inner cylinder part, the discharge port can be reliably closed by the inner cylinder part closely contacting the surface of the foreign substance. Moreover, since the inner cylinder part is opened by decompression, the opening can be performed reliably.

以上のとおり、本発明によれば、含水土砂を袋体内に充填する際や、充填が終了した後に、ポンプと袋体との接続部から含水土砂が漏れて作業場を汚染するのを防止できる等の利点がもたらされる。   As described above, according to the present invention, when filling the hydrated earth and sand into the bag or after the filling is completed, it is possible to prevent the hydrated earth and sand from leaking from the connection portion between the pump and the bag and contaminating the workplace. The benefits of

以下、本発明の一実施形態について添付図面を参照しつつ詳説する。
図1は、本発明に係る処理設備の一例を示している。本例は、河川や湖沼等の底に存在する泥土、ヘドロ等の含水土砂を、付近の岸辺で処理するのに好適であるが、含水土砂であれば泥土でなくても適用でき、また処理場所にも限定されないことはいうまでもない。
Hereinafter, an embodiment of the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1 shows an example of a processing facility according to the present invention. This example is suitable for treating mud soil and sludge such as sludge existing in the bottom of rivers and lakes on the nearby shore. Needless to say, the place is not limited.

図示形態について更に詳細に説明すると、処理対象の含水土砂1は、先ず分離除去装置2に供給され、ゴミや廃棄物、ガラ等の粗雑物2xが分離除去される。分離除去装置2は特に限定されるものではないが、対象の性質を考慮すると振動篩装置が好適である。また、処理対象の含水土砂1は、付近に設置した処理ピット等に一時的に貯留しておき、処理分量をバックホウ等により汲み出して供給するのが好ましい。   The illustrated embodiment will be described in more detail. First, the hydrous sand 1 to be treated is supplied to the separation / removal device 2 to separate and remove coarse substances 2x such as dust, waste, and waste. The separation / removal device 2 is not particularly limited, but a vibration sieve device is preferable in consideration of the properties of the object. Moreover, it is preferable that the hydrous sand 1 to be treated is temporarily stored in a treatment pit or the like installed in the vicinity and the treated amount is pumped out by a backhoe or the like and supplied.

粗雑物2xを分離除去した含水土砂1は、次いで、図示しないポンプ等により重量計測手段3に供給される。重量計測手段3は、含水土砂1をバッチ式もしくは連続式で計測できるものであれば特に限定されないが、ロードセルを介してホッパーを支持し、含水土砂1をホッパーごと計測した後、ホッパー重量を差し引くタイプのものを好適に用いることができる。   The hydrous sand 1 from which the coarse matter 2x is separated and removed is then supplied to the weight measuring means 3 by a pump or the like (not shown). The weight measuring means 3 is not particularly limited as long as it can measure the hydrous sand 1 in a batch or continuous manner, but supports the hopper through the load cell, measures the hydrous sand 1 together with the hopper, and then subtracts the hopper weight. The thing of a type can be used conveniently.

次いで、重量を計測した含水土砂1は、加水手段4に供給され、重量計測結果ならびに含水土砂1の既知の含水比に基づいて、所定の含水比となるように加水する。このために、処理対象の含水土砂1がどの程度の含水比であるのか、予め計測しておく。この計測は、含水比が大きく変動する度、例えば含水土砂1の種類、浚渫場所、日時等が変わる度に行うことができる。   Next, the hydrated earth and sand 1 whose weight has been measured is supplied to the hydration means 4 and hydrated to a predetermined moisture content based on the weight measurement result and the known moisture content of the hydrated earth and sand 1. For this purpose, it is measured in advance how much the moisture content of the hydrous sand 1 to be treated is. This measurement can be performed every time the water content ratio fluctuates greatly, for example, every time the type, dredging location, date, etc. of the water-containing earth and sand 1 changes.

加水手段4としては、含水土砂1に水を添加できるものであれば特に限定されないが、二軸ミキサー等のように含水土砂1を撹拌により解しつつ混合を行う装置を好適に用いることができる。符号5は、加水のため水を貯留する貯水槽である。   The hydration means 4 is not particularly limited as long as water can be added to the hydrous sand 1, but an apparatus that performs mixing while unraveling the hydrous sand 1 by stirring, such as a biaxial mixer, can be suitably used. . Reference numeral 5 denotes a water storage tank that stores water for hydration.

図示形態では、加水手段4で加水された含水土砂1は、次に貯留手段6に供給され、一時的に貯留される。貯留手段6としては、アジテーター等、固化しないよう撹拌しつつ貯留を行うものが好ましいが、そのような機能の無い単なる貯留槽を用いることもできる。また、貯留手段6は省略することもできる。   In the illustrated form, the hydrous sand 1 hydrated by the hydration means 4 is then supplied to the storage means 6 and temporarily stored. The storage means 6 is preferably an agitator or the like that performs storage while stirring so as not to solidify, but a simple storage tank having no such function can also be used. Further, the storage means 6 can be omitted.

また、以上の分離除去装置2から貯留手段6までの部分を一体化し、大型車(15t程度)の車両に搭載できるようにコンパクト化すると好ましい。   Further, it is preferable that the parts from the separation / removal device 2 to the storage means 6 are integrated so as to be compact so that they can be mounted on a large vehicle (about 15 t).

加水処理により所定の含水比となった含水土砂1は、計量手段7により所定量が量り取られた後、充填手段8により透水性袋体9内に充填される。袋体9としては、図4に示すように、筒状に突出する注入口部9iを有するものを好適に用いることができる。   The water-containing earth and sand 1 having a predetermined water content ratio due to the hydration treatment is weighed by the measuring means 7 and then filled into the water-permeable bag 9 by the filling means 8. As the bag body 9, as shown in FIG. 4, one having an injection port portion 9i protruding in a cylindrical shape can be suitably used.

計量手段7は、特に限定されるものではないが、図示例では、所定の容積(例えば袋体と同じか複数倍、または複数分の1倍の容積とするのが好ましい)を有する計量容器7Cと、計量容器7C内に含水土砂1を供給する計量ポンプ7Pと、計量容器7Cから充填手段8への供給路に設けられた出側バルブ7Vとにより構成されている。出側バルブ7Vを閉じた状態で計量ポンプ7Pを作動させることで、貯留手段6内の含水土砂1を計量容器7C内に供給して所定分量を量り取ることができ、計量ポンプ7Pを停止した状態で出側バルブ7Vを開けることで、計量容器7Cで計量した含水土砂1を充填手段8に供給することができる。   The measuring means 7 is not particularly limited, but in the illustrated example, the measuring container 7C having a predetermined volume (for example, preferably the same volume as the bag body, a plurality of times, or a volume that is a part of a plurality of times). And a measuring pump 7P for supplying the hydrous sand 1 into the measuring container 7C, and an outlet valve 7V provided in a supply path from the measuring container 7C to the filling means 8. By operating the metering pump 7P with the outlet valve 7V closed, the hydrous sand 1 in the storage means 6 can be supplied into the metering container 7C to measure a predetermined amount, and the metering pump 7P is stopped. By opening the outlet valve 7V in the state, the hydrous sand 1 measured in the measuring container 7C can be supplied to the filling means 8.

より好ましい形態では、計量容器7C内の含水土砂1の含水比を計測するために、含水比計測手段が設けられる。含水比計測手段としては、公知の土壌用水分計を用いることができ、計量容器7C内に含水土砂1が供給される度に、一部をサンプリングして含水比を計測した後、充填手段8により袋体9内に充填するように構成するのが好ましい。   In a more preferred form, a moisture content measuring means is provided in order to measure the moisture content of the hydrous soil 1 in the measuring container 7C. As the moisture content measuring means, a known soil moisture meter can be used. Each time the moisture containing sand 1 is supplied into the measuring container 7C, a part is sampled and the moisture content is measured, and then the filling means 8 is used. It is preferable that the bag 9 is filled with the above.

また、充填手段8は、例えば図示のように、充填ポンプ8Pにより計量容器7C内の含水土砂1を抜き出し、注入管路8Lを介して袋体9内に圧送する形態を採用することができる。注入管路8Lは、例えば図2及び図3に示すように、バックホウ10のアーム11により支持することができる。もちろん、架台等の適宜の支持装置を用いることができるが、注入管路8Lの位置移動が可能なものが好ましい。   Moreover, the filling means 8 can employ | adopt the form which extracts the water-containing earth and sand 1 in 7 C of measuring containers by the filling pump 8P, and pumps in the bag body 9 via the injection pipe line 8L, for example like illustration. The injection line 8L can be supported by the arm 11 of the backhoe 10 as shown in FIGS. 2 and 3, for example. Of course, an appropriate support device such as a gantry can be used, but one that can move the position of the injection pipe line 8L is preferable.

袋体9への計量充填に際して、上述のようなバッチ式の計量手段7を用いると、計量中は充填作業ができないため作業効率が低下する。よって、図示のように、計量容器7Cを複数組設け、各計量容器7Cの入側及び出側にそれぞれバルブ7W,7Vを設け、バルブの切り替えにより、各計量容器の給排を切り替え可能に構成するのが好ましい。これによって、例えば、常に少なくとも一つの計量容器7Cを計量中とし、他の少なくとも一つを排出中とすることができ、連続的な計量が可能になる。また、併せて、注入管路8Lを複数設け、各注入管路8Lに充填バルブ8Vを設ける等により、使用する注入管路8Lを切り替え可能にするのが好ましい。この場合、常に、少なくとも一本の注入管路8Lを介して袋体9への充填を行いながら、他の少なくとも一本の注入管路8Lについては充填を行わずに、充填する袋体9の交換作業を行うことができ、効率良い充填が可能になる。   When the bag 9 is weighed and filled, when the batch-type weighing means 7 as described above is used, the filling operation cannot be performed during the weighing, so that the work efficiency is lowered. Therefore, as shown in the drawing, a plurality of sets of measuring containers 7C are provided, valves 7W and 7V are provided on the inlet side and the outlet side of each measuring container 7C, and the supply and discharge of each measuring container can be switched by switching the valves. It is preferable to do this. As a result, for example, at least one weighing container 7C can be constantly being weighed, and at least one other can be discharged, so that continuous weighing is possible. In addition, it is preferable that the injection pipe line 8L to be used can be switched by providing a plurality of injection pipe lines 8L and providing each injection pipe line 8L with a filling valve 8V. In this case, while always filling the bag body 9 through at least one injection pipe line 8L, the filling of the bag body 9 to be filled is performed without filling the other at least one injection pipe line 8L. Exchange work can be performed, and efficient filling becomes possible.

この複数の注入管路8Lを用いる場合におけるより具体的な例が図2及び図3に示されている。すなわち、バックホウ10のアーム11の先端部には支持部12が取り付けられており、この支持部12には注入管路8Lの数と対応する数のスイベル12sが上下方向に沿って並設されている。注入管路8Lの基端側部分20は各スイベル12sを介して先端側部分21に連結されている。注入管路8Lの先端側部分21はスイベル位置から側方に屈曲して延在しており、その先端に設けられた袋体取付部30は、スイベル12sの回転中心に対して所定の回転半径、例えば袋体9の設置間隔の半分よりも大きな回転半径をもって、自由に回転するように構成されている。したがって、図3に示すように、この袋体取付部30の回転軌跡下に袋体9の注入口部9iが位置するように、袋体9を複数配置しておけば、袋体取付部30を次の袋体9に取り付けるにあたり、注入管路8L全体を移動させずに先端の袋体取付部30のみを回動させるだけで位置決めが可能となり、作業が容易になる。なお、この形態において、袋体取付部30の移動範囲外の位置にある袋体9に対して注入を行う場合には、アーム11により支持部12を移動する、あるいはバックホウ10自体を移動させることにより対応できる。   More specific examples in the case of using the plurality of injection pipes 8L are shown in FIGS. That is, a support portion 12 is attached to the distal end portion of the arm 11 of the backhoe 10, and a number of swivels 12s corresponding to the number of injection conduits 8L are arranged in parallel along the vertical direction on the support portion 12. Yes. The proximal end side portion 20 of the injection pipe line 8L is connected to the distal end side portion 21 via each swivel 12s. The distal end side portion 21 of the injection pipe line 8L is bent and extended laterally from the swivel position, and the bag mounting portion 30 provided at the distal end thereof has a predetermined radius of rotation with respect to the rotation center of the swivel 12s. For example, it is configured to freely rotate with a radius of rotation larger than half of the installation interval of the bag body 9. Therefore, as shown in FIG. 3, if a plurality of bag bodies 9 are arranged so that the inlet 9 i of the bag body 9 is positioned under the rotation locus of the bag body mounting section 30, the bag body mounting section 30. Is attached to the next bag body 9, positioning is possible only by rotating only the front-end bag body mounting portion 30 without moving the entire injection pipe line 8L, and the work is facilitated. In this embodiment, when injecting into the bag body 9 at a position outside the movement range of the bag body mounting portion 30, the support portion 12 is moved by the arm 11, or the backhoe 10 itself is moved. It can respond by.

注入管路8Lには袋体取付部30を設け、袋体9を着脱自在に連結できる構造にするのが好ましい。袋体取付部30は特に限定されないが、袋体9として、図4に示すような筒状に突出する注入口部9iを有するものを用いる場合、図5に示す構造のものが好適である。   It is preferable that a bag body attaching portion 30 is provided in the injection pipe line 8L so that the bag body 9 can be detachably connected. The bag body attaching portion 30 is not particularly limited, but when the bag body 9 having an injection port portion 9i protruding in a cylindrical shape as shown in FIG. 4 is used, the one having the structure shown in FIG. 5 is preferable.

すなわち、この袋体取付部30は、注入管路8Lの先端部を構成し、かつ先端開口が吐出口41として形成された管状部40と、管状部40外面における吐出口41よりも基端側に設けられた、先端側に向かうにつれて外径が漸次増加する拡径部42と、この拡径部42を取り囲むように通されるとともに、拡径部42の最大径よりも小さくかつ最小径よりも大きい内径を有するリング部材50と、リング部材50を拡径部42の最大径側に押し付ける固定機構65とを備えたものである。   That is, the bag body attachment portion 30 constitutes the distal end portion of the injection pipe line 8L, and has a tubular portion 40 in which the distal end opening is formed as the discharge port 41, and a proximal end side from the discharge port 41 on the outer surface of the tubular portion 40. The diameter-enlarged portion 42, the outer diameter of which gradually increases toward the distal end side, is passed through the enlarged-diameter portion 42, and is smaller than the maximum diameter and smaller than the minimum diameter. A ring member 50 having a larger inner diameter, and a fixing mechanism 65 that presses the ring member 50 against the maximum diameter side of the enlarged diameter portion 42.

図示の状態、すなわち管状部40を袋体9の注入口部9iに挿入し、かつ注入口部9iを管状部40外周面とリング部材50の内周面との間に入れた状態で、固定機構60によりリング部材50を拡径部42の最大径側に押し付けることで、図示のように、袋体9の注入口部9iを、管状部40外周面とリング部材50の内周面との間に挟んで固定することができる。よって漏れなく且つ強固に袋体9を取り付けることが可能になる。   In the state shown in the drawing, that is, in a state where the tubular portion 40 is inserted into the injection port portion 9i of the bag body 9 and the injection port portion 9i is inserted between the outer peripheral surface of the tubular portion 40 and the inner peripheral surface of the ring member 50 By pressing the ring member 50 against the maximum diameter side of the enlarged diameter portion 42 by the mechanism 60, the injection port portion 9i of the bag body 9 is connected to the outer peripheral surface of the tubular portion 40 and the inner peripheral surface of the ring member 50 as shown in the figure. It can be fixed in between. Therefore, it is possible to attach the bag body 9 firmly and without leakage.

固定機構65はリング部材50を押し付けうるものであれば特に限定されない。図5に示す形態では、管状部40の外面に、エアシリンダー等のシリンダーの本体部66が取付金具67を介して固定されるとともに、本体部66に対して伸縮駆動されるピストンロッド68がリング部材50に固定されており、ピストンロッド68の伸縮に応じてリング部材50の拡径部42への押し付け及び拡径部42からの離間がなされるようになっている。この固定機構65は、管状部40の周囲に周方向に均等な間隔で複数本設けると、バランスよくリング部材50を拡径部42へ押し付けることができるため好ましい。   The fixing mechanism 65 is not particularly limited as long as it can press the ring member 50. In the form shown in FIG. 5, a body portion 66 of a cylinder such as an air cylinder is fixed to the outer surface of the tubular portion 40 via a mounting bracket 67, and a piston rod 68 that is expanded and contracted with respect to the body portion 66 is a ring. The ring member 50 is pressed against the enlarged diameter portion 42 and separated from the enlarged diameter portion 42 according to the expansion and contraction of the piston rod 68. It is preferable to provide a plurality of fixing mechanisms 65 around the tubular portion 40 at equal intervals in the circumferential direction because the ring member 50 can be pressed against the diameter-expanded portion 42 with good balance.

また、図6に示すような固定機構60を採用することもできる。すなわち、この固定機構60においては、管状部40の外面に雄ネジ部61が設けられ、この雄ネジ部61に対してハンドル62付のナット部材63が螺合され、このナット部材63の下側に管状の当接部材64が連結されており、ハンドル62の回転により雄ネジ部61に対してナット部材63が下降すると、これに伴って当接部材64が下降してリング部材50の上面に当接し、リング部材50が拡径部42に対して押し付けられるようになっている。ハンドル62を反対に回転させると、図示のようにナット部材63とともに当接部材64が上昇し、リング部材50の押し付けが開放される。この状態でリング部材50を拡径部42の小径部側に移動させることで、袋体9の注入口9iを取り外すことができる。   Also, a fixing mechanism 60 as shown in FIG. 6 can be employed. That is, in the fixing mechanism 60, a male screw portion 61 is provided on the outer surface of the tubular portion 40, and a nut member 63 with a handle 62 is screwed to the male screw portion 61, and the lower side of the nut member 63 When the nut member 63 descends with respect to the male thread portion 61 due to the rotation of the handle 62, the abutment member 64 descends and the ring member 50 is brought into contact with the upper surface of the ring member 50. The ring member 50 is pressed against the enlarged diameter portion 42. When the handle 62 is rotated in the opposite direction, the abutting member 64 rises together with the nut member 63 as shown in the figure, and the pressing of the ring member 50 is released. In this state, the injection port 9i of the bag body 9 can be removed by moving the ring member 50 to the small diameter part side of the enlarged diameter part 42.

他方、前述したような袋体取付部30を用いると、作業性の向上により、充填時等において、含水土砂が漏出したり、零れたりし難くなるものの、それだけでは、含水土砂による汚染の全てのケースを防止できない。   On the other hand, when using the bag mounting part 30 as described above, the operability is improved, and it becomes difficult for the hydrated earth to leak or spill at the time of filling or the like. The case cannot be prevented.

例えば、充填後、直ぐに注入管路8Lから袋体9を取り外すと、袋体9内が加圧状態になっていることに起因して、袋体9の注入口部9i内に残留する含水土砂1が逆流し、付近にこぼれて、作業場所を汚すといった事態が発生する。これを解決するために、本発明では、袋体9内への充填を停止するに際して、充填ポンプ8Pを停止するとともに、注入口部9iを絞ることにより、注入口部9i内の含水土砂を袋体9内に押し入れるとともに注入口部9iを閉じ、しかる後に袋体取付部30における袋体9の接続を解除することが提案される。   For example, if the bag body 9 is removed from the injection pipe line 8L immediately after filling, the hydrous soil remaining in the inlet 9i of the bag body 9 due to the pressure inside the bag body 9 A situation occurs in which 1 flows backward, spills in the vicinity, and pollutes the work place. In order to solve this, in the present invention, when the filling into the bag body 9 is stopped, the filling pump 8P is stopped and the inlet 9i is squeezed so that the water-containing earth and sand in the inlet 9i is sacked. It is proposed that the bag body 9 is pushed into the body 9 and the inlet 9i is closed, and then the bag body 9 is disconnected from the bag mounting portion 30.

具体的には、図7に示すように、注入口部9iの周囲を取り囲むように、膨縮可能なバッグ90を配するとともに、このバッグ90にホース95を介してエアコンプレッサー等の流体供給装置96を接続し、流体供給装置96によりバッグ90内に流体を加圧供給するように構成することができる。注入口部9iの周囲を取り囲むように配された膨縮可能なバッグ90内に流体を加圧供給すると、膨張したバッグ90が注入口部9iを周囲から押し潰し、その結果、注入口部9iが絞られて閉じられる。このように流体圧を利用して注入口部9iを絞ると、注入口部9iの形状によらず、また注入口部9i内に石などが存在しても密に閉じることができる。   Specifically, as shown in FIG. 7, an inflatable / deflateable bag 90 is arranged so as to surround the inlet 9i, and a fluid supply device such as an air compressor is connected to the bag 90 via a hose 95. 96 may be connected, and the fluid supply device 96 may be configured to pressurize and supply the fluid into the bag 90. When fluid is pressurized and supplied into the inflatable bag 90 arranged so as to surround the inlet 9i, the inflated bag 90 crushes the inlet 9i from the surroundings, and as a result, the inlet 9i. Is closed and closed. When the inlet 9i is squeezed using the fluid pressure in this way, the inlet 9i can be tightly closed regardless of the shape of the inlet 9i, even if stones or the like are present in the inlet 9i.

バッグ90の形状は適宜定めれば良い。図8はバッグ90の一例を示しており、内側筒状部91と外側筒状部92とを有し、これらの間に輪状に連続する流体供給室93を有し、内側筒状部91内に袋体9の注入口部9iを挿通させるものである。図示しないが、流体供給室を周方向に複数並設した構造でも良い。袋体9の注入口部9iを絞って閉じることができる限り、バッグ90に代えてクリップやクランプのような機械的な絞り手段を用いることもできる。   The shape of the bag 90 may be determined as appropriate. FIG. 8 shows an example of the bag 90, which has an inner cylindrical portion 91 and an outer cylindrical portion 92, and has a fluid supply chamber 93 that is continuous in a ring shape between them. The insertion port portion 9i of the bag body 9 is inserted through. Although not shown, a structure in which a plurality of fluid supply chambers are arranged in the circumferential direction may be employed. As long as the inlet 9i of the bag 9 can be squeezed and closed, a mechanical squeezing means such as a clip or a clamp can be used instead of the bag 90.

他のケースとしては、充填後に注入管路8Lから袋体9を取り外す際等において、注入管路8Lに残留する含水土砂1が付近にこぼれるケースを挙げることができる。このケースは、図9に示すように、吐出口41を開閉する弁体71と、この弁体71を閉状態に付勢する付勢手段72とにより逆止弁70を設けることにより解決することができる。図示形態では、吐出口41の周縁部からなる弁座に対して弁体71が接触及び離間可能とされている。弁体71における弁座側と反対側の面には離間方向に沿って支持軸73が突出し、この支持軸73は吐出口41前方に離間して設けられた筒状支持部74に差し込まれており、弁体71は、背面の支持軸73が筒状支持部74内に抜き差しされる方向にのみ移動可能となっている。また、筒状支持部74はブラケット75によって管状部40の先端部に連結されるとともに、支持軸73及び筒状支持部74の外側に付勢手段としてのスプリング72が通されており、このスプリング72によって、ブラケット75を反力受けとして弁体71が弁座に付勢されるようになっている。   As another case, for example, when the bag body 9 is removed from the injection pipe line 8L after filling, a case where the hydrated earth and sand 1 remaining in the injection pipe line 8L spills in the vicinity can be exemplified. As shown in FIG. 9, this case can be solved by providing a check valve 70 by a valve body 71 that opens and closes the discharge port 41 and a biasing means 72 that biases the valve body 71 to a closed state. Can do. In the illustrated embodiment, the valve element 71 can be brought into contact with and separated from the valve seat including the peripheral edge of the discharge port 41. A support shaft 73 protrudes along the separation direction on the surface of the valve body 71 opposite to the valve seat side, and the support shaft 73 is inserted into a cylindrical support portion 74 provided in front of the discharge port 41. The valve body 71 is movable only in the direction in which the back support shaft 73 is inserted into and removed from the cylindrical support portion 74. The cylindrical support portion 74 is connected to the distal end portion of the tubular portion 40 by a bracket 75, and a spring 72 as an urging means is passed outside the support shaft 73 and the cylindrical support portion 74. 72, the valve body 71 is urged toward the valve seat by using the bracket 75 as a reaction force receiver.

このような逆止弁70では、吐出時には吐出力により弁体71が押されて開状態になるものの、非吐出時には付勢手段72により弁体71が閉状態になるため、取り付けもしくは取り外し時等において、含水土砂1がこぼれ難くなる。   In such a check valve 70, the valve body 71 is pushed by the discharge force during discharge to be opened, but the valve body 71 is closed by the biasing means 72 during non-discharge. In this case, it is difficult for the hydrous sand 1 to spill.

また、図12に示す形態も好ましい。すなわち、吐出口41に連通される筒体100の筒体100の先端部外周面に、ホース、ゴムチューブ等の可撓性筒状体101の一端がバンド等により固定され、可撓性筒状体101の他端は内外面が逆となるように外向きに折り返された後、一端よりも基端側(上側)において筒体100の外周面に対して固定されており、内筒部102と外筒部103とを有する二重筒状に形成されている。内筒部102と外筒部103との間は環状の空間部104をなしている。筒体100の壁内には流路105が形成されており、この流路105の先端は、内筒部102の基端部と外筒部103の基端部との隙間に開口連通されている。流路105の基端は、筒体100の外周面に開口し、給排口106として露出しており、図示しない加圧減圧手段が接続される。加圧減圧手段は特に限定されないが、例えばエアコンプレッサーおよび吸引ポンプを組み合わせ、両者を切り替えて使用できるように切り替えバルブを設ける等により、構成することができる。   Moreover, the form shown in FIG. 12 is also preferable. That is, one end of a flexible tubular body 101 such as a hose or a rubber tube is fixed to the outer peripheral surface of the distal end portion of the tubular body 100 of the tubular body 100 communicating with the discharge port 41 by a band or the like. The other end of the body 101 is folded outward so that the inner and outer surfaces are reversed, and then fixed to the outer peripheral surface of the cylindrical body 100 on the base end side (upper side) than the one end, and the inner cylindrical portion 102 And an outer cylinder part 103 are formed in a double cylinder shape. An annular space 104 is formed between the inner cylinder portion 102 and the outer cylinder portion 103. A flow path 105 is formed in the wall of the cylindrical body 100, and the distal end of the flow path 105 is opened and communicated with a gap between the proximal end portion of the inner tubular portion 102 and the proximal end portion of the outer tubular portion 103. Yes. The base end of the flow path 105 opens to the outer peripheral surface of the cylindrical body 100 and is exposed as the supply / discharge port 106, and is connected to a pressurizing and decompressing means (not shown). The pressurizing and depressurizing means is not particularly limited, but can be configured by combining an air compressor and a suction pump, and providing a switching valve so that both can be switched and used.

この形態では、含水土砂1の充填の際に、加圧減圧手段により、流体給排口106及び流路105を介して可撓性筒状体101の環状空間部104内を減圧すると、内筒部102と外筒部と103が密着する結果、吐出口41に連通する内筒部102内の通路が広がり、含水土砂が流通可能な状態となる。充填が終了したならば、加圧減圧手段により、流体給排口106及び流路105を介して可撓性筒状体101の環状空間部104内を加圧すると、図中二点鎖線で示すように、内筒部102が外筒部103に対して膨出することにより内筒部102内の通路が狭まって閉塞し、含水土砂が流通不可能な状態となる。可撓性筒状体101は柔軟であり、さらに折り返し長さを十分に確保することで内筒部102の閉塞部分が長くなるため、石等の異物が内筒部102内に挟まったとしても、内筒部102が異物の表面に密着する、あるいは異物の前後において内筒部102が閉塞することにより、確実に吐出口41を閉塞できる。   In this embodiment, when the hydrous earth and sand 1 is filled, if the inside of the annular space 104 of the flexible tubular body 101 is depressurized by the pressurizing and depressurizing means via the fluid supply / discharge port 106 and the flow path 105, the inner cylinder As a result of the close contact between the portion 102 and the outer cylindrical portion 103, the passage in the inner cylindrical portion 102 communicating with the discharge port 41 is expanded, and the hydrated earth and sand can be circulated. When the filling is completed, when the inside of the annular space 104 of the flexible cylindrical body 101 is pressurized by the pressurizing and depressurizing means through the fluid supply / discharge port 106 and the flow path 105, it is indicated by a two-dot chain line in the figure. Thus, when the inner cylinder part 102 bulges with respect to the outer cylinder part 103, the channel | path in the inner cylinder part 102 becomes narrow and obstruct | occludes, and it will be in the state which cannot circulate hydrous sand. Since the flexible cylindrical body 101 is flexible and the closed portion of the inner cylindrical portion 102 is lengthened by ensuring a sufficient folding length, even if foreign matters such as stones are caught in the inner cylindrical portion 102, The discharge port 41 can be reliably closed when the inner cylinder portion 102 is in close contact with the surface of the foreign matter or when the inner cylindrical portion 102 is closed before and after the foreign matter.

この可撓性筒状体101を用いるシール機構と、バッグ90とを組み合わせて使用する場合、例えば、含水土砂の充填が完了して充填ポンプ8Pを停止させた後、バッグ90で注入口部9iを絞って閉じ、注入口部9i内の土砂を袋体9i内に押し入れ、しかる後、シール機構を作動させて注入管路8Lを閉塞するのが好ましい。この後、注入管路8L先端を注入口部9iから取り外すことができる。注入管路8Lから取り外したバッグ90は、その上方において注入口部9iを結束バンド等の締め付け手段で閉じ、バッグ90内の圧力を開放して、注入口部9iからバッグ90を取り外す。取り外したバッグ90は後の脱水に再利用することができる。かくして、注入管路8Lから袋体9を取り外すときにおいても、注入口部9iや注入管路8Lの先端部から含水土砂が漏れることがなく、作業場所の汚染を確実に防ぐことができる。   When the bag 90 is used in combination with the sealing mechanism using the flexible tubular body 101, for example, after the filling of the hydrous sand is completed and the filling pump 8P is stopped, the bag 90 is filled with the inlet 9i. It is preferable to close the injection line 9L by pushing the earth and sand in the injection port portion 9i into the bag body 9i and then operating the seal mechanism to close the injection line 8L. Thereafter, the tip of the injection pipe line 8L can be removed from the injection port portion 9i. The bag 90 removed from the injection line 8L closes the injection port 9i with a fastening means such as a binding band above the bag 90, releases the pressure in the bag 90, and removes the bag 90 from the injection port 9i. The removed bag 90 can be reused for later dehydration. Thus, even when the bag body 9 is removed from the injection conduit 8L, the hydrated earth does not leak from the inlet 9i and the tip of the injection conduit 8L, and contamination of the work place can be reliably prevented.

また、図10に示すように、充填ポンプ8Pと袋体9とを繋ぐ注入管路8Lの途中、特に吐出口41の近傍にT字管等により吸引口81を設け、この吸引口81にポンプ等の吸引装置82を接続し、袋体9内への充填を停止するに際して、充填ポンプ8Pを停止するとともに吸引口から注入管路8L内を吸引しつつ、袋体9と充填ポンプ8Pとの接続を解除するのも好ましい形態である。このように吸引を行いつつ袋体9を取り外すことで、注入管路8L内の残留含水土砂1を吸引回収でき、周囲を汚すおそれを低減できる。吸引装置82により吸引した含水土砂1は、計量手段7よりも上流側、特に、加水手段4または貯留手段6に返送するのが好ましい。   Further, as shown in FIG. 10, a suction port 81 is provided by a T-shaped tube or the like in the middle of the injection conduit 8 </ b> L connecting the filling pump 8 </ b> P and the bag body 9, particularly in the vicinity of the discharge port 41. When the filling device 8 is connected and the filling into the bag body 9 is stopped, the filling pump 8P is stopped and the inside of the injection pipe line 8L is sucked from the suction port while the bag body 9 and the filling pump 8P are connected. It is also a preferable form to release the connection. By removing the bag body 9 while sucking in this way, the residual hydrous sand 1 in the injection pipe line 8L can be sucked and collected, and the risk of soiling the surroundings can be reduced. It is preferable to return the hydrous sand 1 sucked by the suction device 82 to the upstream side of the measuring means 7, in particular, to the water adding means 4 or the storage means 6.

また、この吸引手段80は、前述の逆止弁70とともに用いることもでき、それも好ましい形態の一つであるが、吸引手段80の使用を前提とする場合には、図11に示すように、吐出口41にゴムチューブ等の可撓性筒体85を連結し、吸引手段80の吸引力より可撓性筒体85を潰して閉塞するように構成するのも好ましい形態である。この形態は、逆止弁70の場合と異なり、筒体85内に石などの異物が存在しても、筒体85が異物の表面に密着して結局は閉塞することになるため、より確実に吐出口41を閉鎖できる利点がある。   Further, the suction means 80 can be used together with the above-described check valve 70, which is one of the preferable forms. However, when it is assumed that the suction means 80 is used, as shown in FIG. It is also preferable that the flexible cylinder 85 such as a rubber tube is connected to the discharge port 41 and the flexible cylinder 85 is crushed and closed by the suction force of the suction means 80. Unlike the case of the check valve 70, this form is more reliable because foreign matter such as stone is present in the cylinder 85, and the cylinder 85 is in close contact with the surface of the foreign substance and eventually closes. There is an advantage that the discharge port 41 can be closed.

他方、含水土砂1が透水性袋体9内に充填されると、水分だけが袋体9外に透過排出され、土粒子等の固形分は袋体9内に残留し、封じ込められる。排水は非常に綺麗であるので、有害物質の心配がない場合には、排水溝を介してそのまま又は必要に応じて適宜の浄化処理をおこなった後に元の河川等に放流することもできる。好適には、含水土砂1は袋体9内に圧入される。これにより、その充填圧により袋体内容物が加圧脱水されるので、高効率での袋詰および脱水を行うことができる。さらに、本発明においては、注入した含水土砂1の自重による加圧および水分の蒸発により脱水させたり、注入済み袋体を順次積み重ねて下側の袋体を加圧脱水したり、注入済み袋体を機械的に加圧脱水することもできる。   On the other hand, when the hydrated earth and sand 1 is filled in the water permeable bag body 9, only moisture is permeated and discharged out of the bag body 9, and solid contents such as soil particles remain in the bag body 9 and are contained. Since the drainage is very beautiful, if there is no concern about harmful substances, it can be discharged into the original river or the like after being subjected to appropriate purification treatment as it is or as needed through the drainage ditch. Preferably, the hydrous sand 1 is press-fitted into the bag body 9. As a result, the bag contents are pressure-dehydrated by the filling pressure, so that highly efficient bagging and dehydration can be performed. Further, in the present invention, dehydration is performed by pressurization and evaporation of moisture due to the weight of the injected hydrous sand 1, or the stacked bags are sequentially stacked to depressurize and dehydrate the lower bag, Can be mechanically pressurized and dehydrated.

袋詰脱水では、透水性袋体9の目合いの粗さによって、注入開始からフィルター効果を十分に発揮するまでの時間には差はあるが、いずれにせよある程度まで注入すれば十分なフィルター効果が発揮される。よって、基本的には袋体9の目合いの粗さは問わないが、注入当初からある程度十分なフィルター効果を発揮させるためには、透水性袋体9としては、透水係数が1.0×10-3cm/sec以上、水透過孔径が90〜600μmのものが好ましい。また耐酸性、耐アルカリ性が高く化学的に安定しているという観点から、ポリエステルやポリプロピレン繊維等の化学繊維からなる不織布、織布、編物等により形成した袋体を好適に使用することができる。具体的な透水性袋体9の例を表1に示す。 In bag dehydration, there is a difference in the time from the start of injection until the filter effect is fully exerted depending on the roughness of the water-permeable bag body 9, but in any case, it is sufficient to inject it to some extent. Is demonstrated. Therefore, basically, the roughness of the mesh of the bag body 9 is not questioned, but in order to exert a filter effect that is sufficiently high from the beginning of injection, the water permeability coefficient of the water-permeable bag body 9 is 1.0 ×. The thing of 10 < -3 > cm / sec or more and a water permeation | transmission hole diameter of 90-600 micrometers is preferable. Further, from the viewpoint of high acid resistance and alkali resistance and chemical stability, a bag formed of a nonwoven fabric, a woven fabric, a knitted fabric or the like made of a chemical fiber such as polyester or polypropylene fiber can be preferably used. A specific example of the water-permeable bag 9 is shown in Table 1.

Figure 0004754977
Figure 0004754977

特に、前述のように含水土砂1を圧入するときには、袋体9が膨張し破壊する虞があるので、予め袋外9周囲に引っ張り強度の高いジオグリッド等の補強材を巻き付けておく等により補強された袋体9を用いることができる。   In particular, when the hydrous sand 1 is press-fitted as described above, the bag body 9 may expand and break, so that it is reinforced by, for example, winding a reinforcing material such as a geogrid with high tensile strength around the outside of the bag 9 in advance. The made bag 9 can be used.

またフィルター効果を高めるためには、袋体9を複数枚重ねた多重袋体を用いることで、含水土砂1中の粒子捕捉効果を高めることができ、袋体9の強度も向上する。この場合において、異なる素材の袋体9を組み合わせて重ねることもできる。   Further, in order to enhance the filter effect, by using a multiple bag body in which a plurality of bag bodies 9 are stacked, the particle capturing effect in the hydrous sand 1 can be enhanced, and the strength of the bag body 9 is also improved. In this case, the bag bodies 9 made of different materials can be combined and stacked.

その他、特願平8−21437号、特願平10−37151号、特願平8−59964号、特願平8−188203号および特願平11−030139号に記載された脱水用袋体など、公知の脱水用袋体を使用することができる。なお、これら従来の脱水技術は、本願発明のように有害物質含有泥土類を対象として有害物質を袋体内に封じ込めるものではない。   In addition, the bag for dehydration described in Japanese Patent Application No. 8-21437, Japanese Patent Application No. 10-37151, Japanese Patent Application No. 8-59964, Japanese Patent Application No. 8-188203, and Japanese Patent Application No. 11-030139, etc. A known dehydrating bag can be used. Note that these conventional dehydration techniques do not contain harmful substances in the bag for the harmful substance-containing mud soil as in the present invention.

他方、泥土等の含水土砂1には、有害物質(環境汚染物質)を含む場合があるが、多くの有害物質、特にダイオキシン、PCB、砒素、鉛、などの有害物質の多くは、土粒子やその他の懸濁粒子に付着して存在している。よって、上記のように袋詰脱水を行うと、これらの有害物質は袋体9内に封じ込められる。   On the other hand, the hydrous soil 1 such as mud may contain harmful substances (environmental pollutants), but many harmful substances, especially dioxins, PCBs, arsenic, lead and other harmful substances, It is attached to other suspended particles. Therefore, when dehydration is performed as described above, these harmful substances are contained in the bag body 9.

このような有害物質を含む含水土砂1としては、その存在場所に応じて多少の広狭があり、一概には言えないが、「土壌の汚染に係る環境基準について(平成3年8月23日、環境庁告示第46号)」、「排水基準を定める総理府令(昭和46年6月21日、総理府令第35号)」、「地下水の水質汚濁に係る環境基準について(平成9年3月13日、環境庁告示第10号)」、「水質汚濁に係る環境基準について(昭和46年12月28日、環境庁告示第59号)」、「農用地の土壌の汚染防止等に関する法律(昭和45年12月25日、法律第139号)」、「ダイオキシン類による大気の汚染、水質の汚濁及び土壌の汚染に係る環境基準(平成11年12月27日、環境庁告示第68号)」等の各種法規や運用基準等の基準に適合しないものを意味する。具体的な有害物質の例とともに各種基準を表2及び表3に示す。   As the hydrous sand 1 containing such harmful substances, there are some widths depending on the location, and it cannot be generally stated, but “Environmental standards related to soil contamination (August 23, 1991, "Environmental Agency Notification No. 46)", "Prime Ministerial Ordinance Establishing Drainage Standards (June 21, 1971, Prime Minister Ordinance No. 35)", "Environmental Standards Concerning Groundwater Water Pollution (March 13, 1997) Japan Environmental Agency Notification No. 10) ”,“ Environmental Standards Concerning Water Pollution (December 28, 1971, Environmental Agency Notification No. 59) ”,“ Act on the Prevention of Soil Contamination of Agricultural Land (Showa 45) December 25, 1993, Law No. 139), “Environmental Standards Concerning Air Pollution, Water Pollution, and Soil Contamination by Dioxins (December 27, 1999, Environmental Agency Notification No. 68)”, etc. Do not conform to standards such as various laws and operational standards It means a thing. Various standards are shown in Tables 2 and 3 together with specific examples of harmful substances.

Figure 0004754977
Figure 0004754977

Figure 0004754977
Figure 0004754977

本発明は、河川、湖沼、海洋などから浚渫された泥土等の含水土砂を脱水処理し、有効利用を図る際等に適用できるものである。   INDUSTRIAL APPLICABILITY The present invention can be applied to dewatering hydrous soil such as mud dredged from rivers, lakes, oceans, etc. for effective use.

本発明の実施形態の概略図である。It is the schematic of embodiment of this invention. 充填態様を示す正面図である。It is a front view which shows a filling aspect. 充填態様を示す平面図である。It is a top view which shows a filling aspect. (a)膨張前、(b)膨張後の透水性袋体の例を示す斜視図である。It is a perspective view which shows the example of the water-permeable bag body before (a) expansion | swelling and (b) expansion | swelling. 袋体取付部の縦断面図である。It is a longitudinal cross-sectional view of a bag attaching part. 袋体取付部の縦断面図である。It is a longitudinal cross-sectional view of a bag attaching part. 袋体の注入口部をバッグで絞る形態の概要図である。It is a schematic diagram of the form which squeezes the injection mouth part of a bag with a bag. バッグの斜視図である。It is a perspective view of a bag. 袋体取付部の縦断面図である。It is a longitudinal cross-sectional view of a bag attaching part. 吸引手段及び袋体取付部の構成図である。It is a block diagram of a suction means and a bag body attaching part. 袋体取付部の縦断面図である。It is a longitudinal cross-sectional view of a bag attaching part. 吐出口の閉塞機構の縦断面図である。It is a longitudinal cross-sectional view of the discharge port closing mechanism.

1…含水土砂、2…分離除去手段、3…重量計測手段、4…加水手段、5…貯水槽、6…貯留手段、7…計量手段、7C…計量容器、7P…計量ポンプ、7V…出側バルブ、7W…入側バルブ、8…充填手段、8P…充填ポンプ、8L…注入管路、8V…充填バルブ、9…袋体、9i…注入口部、10…バックホウ、11…アーム、12…支持部、12s…スイベル、20…基端側部分、21…先端側部分、30…袋体取付部、40…管状部、41…吐出口、42…拡径部、50…リング部材、60…固定機構、61…雄ネジ部、62…ハンドル、63…ナット部材、64…当接部材、65…固定機構、66…シリンダーの本体部、67…取付金具、68…ピストンロッド、70…逆止弁、71…弁体、72…付勢手段、73…支持軸、74…筒状支持体、75…ブラケット、80…吸引手段、81…吸引口、82…吸引装置、85…可撓性筒体、90…バッグ、100…筒体、101…可撓性筒状体、102…内筒部、103…外筒部、104…環状空間部、105…流路、106…給排口。   DESCRIPTION OF SYMBOLS 1 ... Water-containing earth and sand, 2 ... Separation removal means, 3 ... Weight measurement means, 4 ... Water addition means, 5 ... Water storage tank, 6 ... Storage means, 7 ... Measuring means, 7C ... Measuring container, 7P ... Measuring pump, 7V ... Out Side valve, 7W ... Inlet valve, 8 ... Filling means, 8P ... Filling pump, 8L ... Filling pipe, 8V ... Filling valve, 9 ... Bag body, 9i ... Inlet port, 10 ... Backhoe, 11 ... Arm, 12 DESCRIPTION OF SYMBOLS ... Support part, 12s ... Swivel, 20 ... Base end side part, 21 ... Tip side part, 30 ... Bag body attaching part, 40 ... Tubular part, 41 ... Discharge port, 42 ... Diameter expansion part, 50 ... Ring member, 60 ... Fixing mechanism 61 ... Male thread part 62 ... Handle 63 ... Nut member 64 ... Abutting member 65 ... Fixing mechanism 66 ... Cylinder body part 67 ... Mounting bracket 68 ... Piston rod 70 ... Reverse Stop valve, 71 ... valve body, 72 ... biasing means, 73 ... support shaft, 74 Cylindrical support, 75 ... bracket, 80 ... suction means, 81 ... suction port, 82 ... suction device, 85 ... flexible cylinder, 90 ... bag, 100 ... cylinder, 101 ... flexible cylinder, DESCRIPTION OF SYMBOLS 102 ... Inner cylinder part, 103 ... Outer cylinder part, 104 ... Annular space part, 105 ... Flow path, 106 ... Supply / exhaust port.

Claims (9)

含水土砂をポンプにより透水性袋体内に充填し、この袋体内容物のうち水分を袋体外に透過させて脱水する袋詰脱水処理工法において、
前記袋体として、筒状に突出する注入口部を有する袋体を用いるとともに、
前記ポンプに、吐出口とこの吐出口に前記袋体の注入口部を着脱自在に連結する袋体取付部とを有する注入管路を連通させ、前記袋体の注入口部を前記注入管路の袋体取付部に固定して前記充填を行
前記注入口部の周囲を取り囲むように膨縮可能なバッグを配し、前記袋体内への充填を停止するに際して、前記ポンプを停止するとともに、前記バッグ内に流体を加圧供給して前記バッグを膨張させることにより前記注入口部を絞り、これによって注入口部内の含水土砂を袋体内に押し入れるとともに注入口部を閉じ、しかる後に袋体とポンプとの接続を解除する、
ことを特徴とする袋詰脱水処理方法。
In the dewatering processing method of bagging, the hydrous sand is filled into the permeable bag by a pump, and moisture is permeated out of the bag to dehydrate it.
As the bag body, a bag body having an inlet port protruding in a cylindrical shape is used,
The pump is connected to an injection line having a discharge port and a bag body attachment part that removably connects the injection port part of the bag body to the discharge port, and the injection port part of the bag body is connected to the injection pipe line. There line the filled and fixed to the bag body mounting portion,
A bag that can be inflated and contracted is provided so as to surround the periphery of the inlet, and when the filling into the bag is stopped, the pump is stopped and a fluid is pressurized and supplied into the bag. The inlet part is squeezed by inflating, thereby pressing the hydrated earth and sand in the inlet part into the bag body and closing the inlet part, and then releasing the connection between the bag body and the pump,
A bagging dehydration method characterized by the above.
前記袋体内への充填を停止するに際して、前記注入口部を絞った後、前記ポンプと前記袋体とを繋ぐ経路の途中から吸引を行いつつ、袋体とポンプとの接続を解除する、請求項記載の袋詰脱水処理方法。 When the filling into the bag body is stopped, after the injection port portion is squeezed, the connection between the bag body and the pump is released while performing suction from the middle of the path connecting the pump and the bag body. Item 1. A bag dehydrating method according to item 1 . 筒状に突出する注入口部を有する透水性袋体内に、その注入口部を介して含水土砂を充填し、袋体内容物のうち水分を袋体外に透過させて脱水する設備において、
含水土砂を圧送するポンプと、前記ポンプに連通された注入管路と、この注入管路に設けられた吐出口と、この注入管路の吐出口に袋体の注入口部を着脱自在に連結する袋体取付部と、前記注入口部の周囲を取り囲むように配される膨縮可能なバッグと、このバッグ内に流体を加圧供給する流体供給装置とを備えており、前記バッグの膨張により前記袋体の注入口部が絞られて閉じられるように構成されている、
ことを特徴とする袋詰脱水処理設備。
In the water-permeable bag body having an injection port portion protruding in a cylindrical shape, filled with hydrous sand through the injection port portion, in the equipment for allowing moisture to permeate out of the bag body and dehydrating the bag contents,
A pump for pumping hydrous sand, an injection pipe communicating with the pump, a discharge port provided in the injection pipe, and an injection port portion of the bag body detachably connected to the discharge port of the injection pipe A bag body attaching portion, an inflatable / shrinkable bag disposed so as to surround the periphery of the inlet portion, and a fluid supply device that pressurizes and supplies a fluid into the bag. Is configured so that the inlet port of the bag body is squeezed and closed,
A dehydration facility for bagging.
前記袋体取付部は、前記注入管路外面において吐出口よりも基端側に設けられた、先端側に向かうにつれて外径が漸次増加する拡径部と、この拡径部を取り囲むように通されるとともに、拡径部の最大径よりも小さくかつ最小径よりも大きい内径を有するリング部材と、前記リング部材を前記拡径部の最大径側に押し付ける固定機構とを有し、
前記注入口部を前記注入管路外周面と前記リング部材の内周面との間で挟持固定するように構成されている、
請求項記載の袋詰脱水処理設備。
The bag attachment portion is provided on the outer surface of the injection pipe on the base end side with respect to the discharge port, and has a diameter-enlarged portion with an outer diameter gradually increasing toward the distal end side. And a ring member having an inner diameter smaller than the maximum diameter of the expanded diameter portion and larger than the minimum diameter, and a fixing mechanism for pressing the ring member against the maximum diameter side of the expanded diameter portion,
The injection port portion is configured to be clamped and fixed between the outer peripheral surface of the injection pipe line and the inner peripheral surface of the ring member.
The bagging dewatering equipment according to claim 3 .
前記固定機構が、前記リング部材を前記押し付けの方向およびその逆方向に沿って往復駆動するシリンダーである、請求項記載の袋詰脱水処理設備。 The bagging dewatering processing facility according to claim 4 , wherein the fixing mechanism is a cylinder that reciprocates the ring member along the pressing direction and the opposite direction. 前記吐出口において、吐出口先端を開閉する弁体と、この弁体を常に閉状態に付勢する付勢手段とからなる逆止弁が設けられている、請求項のいずれか1項に記載の袋詰脱水処理設備。 In the discharge outlet, a valve body for opening and closing the discharge opening tip, the check valve comprising a biasing means for biasing the valve element always in a closed state is provided, one of the claims 3-5 1 The bagging dehydration processing equipment according to item. 前記注入管路に吸引口が設けられ、この吸引口に吸引装置が接続されている、請求項のいずれか1項に記載の袋詰脱水処理設備。 The bagging dewatering processing facility according to any one of claims 3 to 6 , wherein a suction port is provided in the injection conduit, and a suction device is connected to the suction port. 前記吐出口に可撓性筒体が連結されており、前記吸引装置の吸引力より前記可撓性筒体が潰れて閉塞するように構成されている、請求項記載の袋詰脱水処理設備。 The bagging dewatering processing facility according to claim 7 , wherein a flexible cylindrical body is connected to the discharge port, and the flexible cylindrical body is crushed and closed by a suction force of the suction device. . 前記吐出口に筒体が取り付けられ、
可撓性筒状体の一端が他端側に折り返されて、内筒部と外筒部とを有する二重筒状に形成されるとともに、この二重筒状の可撓性筒状体の一端及び他端が前記筒体に固定され、
さらに、前記内筒部と外筒部との間の環状空間部に加圧減圧手段が接続されている、請求項のいずれか1項に記載の袋詰脱水処理設備。
A cylinder is attached to the discharge port,
One end of the flexible cylindrical body is folded back to the other end side to form a double cylinder having an inner cylinder part and an outer cylinder part. One end and the other end are fixed to the cylinder,
Further, pressurization pressure reducing means in the annular space between the inner cylinder part and the outer cylinder portion is connected, sacked dehydration treatment facility according to any one of claims 3-7.
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