JP4435393B2 - Tomori method - Google Patents

Tomori method Download PDF

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Publication number
JP4435393B2
JP4435393B2 JP2000258690A JP2000258690A JP4435393B2 JP 4435393 B2 JP4435393 B2 JP 4435393B2 JP 2000258690 A JP2000258690 A JP 2000258690A JP 2000258690 A JP2000258690 A JP 2000258690A JP 4435393 B2 JP4435393 B2 JP 4435393B2
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Japan
Prior art keywords
container
containers
sludge
filled
deposits
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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JP2000258690A
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Japanese (ja)
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JP2002070016A (en
Inventor
慎一郎 林
和志郎 林
宏三郎 林
Original Assignee
慎一郎 林
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Priority to JP2000258690A priority Critical patent/JP4435393B2/en
Publication of JP2002070016A publication Critical patent/JP2002070016A/en
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  • Treatment Of Sludge (AREA)

Description

【0001】
【発明の属する技術分野】
ヘドロ等のように水分を多量に含んだ高含水堆積物の脱水と、脱水されて残留する堆積物土砂成分を有効利用する土盛り方法である。
【0002】
【従来の技術】
例えば河川や湖沼の表底層に堆積しているヘドロ等の高含水堆積物は、浚渫工事などにおいて掘削した場合、廃棄処分が困難であるとともに、放置しておくと近隣の環境に影響を与える場合もあるため、従来より、かかる高含水堆積物を処理する方法が種々提案されている。
【0003】
その方法は、ヘドロ等の高含水堆積物を透水性を有する袋体に入れ、これを積み上げて脱水処理を行うものである。
他の方法は、ヘドロ等の高含水堆積物を各種プレス機あるいは遠心分離機を用いて、機械的に脱水する方法である。
石灰やセメント等の固化剤を用いて、泥状物を直接固化して廃棄する方法がある。
【0004】
【発明が解決しようとする課題】
しかしながら、上記袋体を用いる脱水処理方法は、透水性を有する袋体に高含水堆積物を投入あるいは充填する際、各袋体は、内部の高含水堆積物の流動によって移動しやすい状態となるため、その位置が定まりにくいばかりか、特に、高含水堆積物を投入充填して敷き並べた袋体の上に、さらに高含水堆積物を充填した袋体を積み重ねて敷き並べる場合には、積み重ねられる袋体の内部から滲出した高含水比堆積物からの分離水が、表面活性剤的な働きをして袋体表面の摩擦抵抗を低減させることにより、袋体が滑って移動したり、内部の土砂の重みで下段の袋体の間に落ち込んだり、端部に位置する下段の袋体が側方に押し出されることなどによって、袋体を予定する位置に多段に積み上げることが困難になるとともに、かかる多段積みの施工を可能にするためには、仮設の土留構造物や押さえ盛土などの施設を別途設ける必要を生じて余分な費用がかかる問題があった。
【0005】
また機械を用いて脱水する方法あるいは化学的に固化させる方法は多大な費用がかかるという問題がある。
【0006】
本発明はヘドロ等の高含水堆積物を簡便な方法で脱水するとともに脱水されたヘドロ等を起源とする土砂を芯として堤等とし、その上部を駐車場や、歩道などに使用可能な土盛り方法を提供するものである。
【0007】
【課題を解決するための手段】
この本発明は上記課題を解決するためになされたもので、その要旨は、表面に多数の孔を有し、かつ側面が底面に向かって狭くなるテーパを有する容器を上下左右にその開口部を上方に向け重ね合わせた容器山を形成し、容器にヘドロ等の高含水堆積物を充填し、高含水堆積物に含まれる水分が容器表面に設けた孔から滲出して容器中の高含水堆積物の体積が減少した後、再び高含水堆積物を充填する工程を複数回繰り返した後、容器山を芯として土盛りすることを特徴とする土盛り方法である。
【0008】
【発明の実施の形態】
本発明につき図を用いて詳細に説明する。容器は、図1、図2に示すような、表面に多数の孔があり、側面が上の開放面から底面に向けて狭くなるように構成された容器を使用する。容器は、容器の口、即ち開放面が底面と相似で、側面に設けたテーパによって、底面が狭くなっているものなら、その形状は問わない。
このような形状の容器を上下左右に積み重ねると、その容器に設けられたテーパにより容器同士の間に適当な隙間が開き、その隙間を通して、横からパイプあるいはホースを装入して各容器にヘドロを充填できる。
【0009】
容器の組み合わせ方は、容器山にヘドロが充填できるものであるならばその方法は問わない。その積み上げ方の例として、下側の相接する容器の上縁部を台として積み上げる方法と、適当な連結具を用いて垂直に組み合わせる方法がある。
【0010】
前者は、例えば図3に示すように組み合わせて積み重ね、後者は、例えば図5、図7、図9に示すように組み合わせて積み重ねる。
図3、図4は、矩形の容器が積み重ねられた例のそれぞれの正面図、平面図であるが、このように積み上げることによって、容器山には容器の側面のテーパに起因する略三角形の隙間が形成される。この隙間にパイプあるいはホースを通してヘドロを各容器に充填することができる。必要に応じて容器同士を上下及び左右方向に固定することができる。例えば、正方形の板に4ヶ所互いに直角に上下方向に突起を設けた継ぎ手を用意し、容器上縁端部に前記突起が挿入できる穴を設けるとともに、容器底部に前記突起が挿入できる穴を設けておけばよい。
【0011】
図5、図7、図9は連結具を用いて積み重ねた容器山の断面図であり、図6、図8はその平面図であるこれらは図に示すように容器をその中心軸上に積み重ねる方法であり、そのためには適当な連結具を用いて容器同士が上下に隙間をあけて重なるようにする。図5、図7に示す連結具は容器同士が互に密着せず、ヘドロが下方に流れるように適宜貫通孔が設けられていればよい。後述する図9のような突起及び突起間にかませる場合にも、連結具にも多数の孔・スリットを設けてヘドロが落下するようにしておくことも可能である。
【0012】
連結具は容器の側面(図5、図6)あるいは上縁部(図7、図8)に使用する例を図示したが、容器底部から支えるようにすることも可能である。即ち、容器同士が密着せず壁面に隙間が開いた状態で固定されるものであればその形状は問わない。
【0013】
図9は、容器底部に突起を有する容器の積み重ね方の例である。この場合に使用する連結具は、その上部が容器突起内に挿入し、下部に容器突起の先端が挿入可能な孔があいているものが使用できる。このような容器であっても図5、図7に示すような積み重ね方は可能である。
【0014】
上下方向に重ねられた容器を更に左右横方向に並べ容器山を形成する。横方向に並べられた容器は相互に相接する部分で適当な接続具を用いて固定することができる。
【0015】
容器山の容器にヘドロを充填し、ヘドロに含まれる水分が容器表面に設けた孔から浸出して容器中のヘドロの体積が減少した後再びヘドロを充填する工程を複数回繰り返し容器にヘドロを起因とする土砂が充填される。
上記容器は籠であっても、多数の孔のあいた板やパイプを組み合わせて結果として同一形状の容器となり、あるいは容器を多数連結するものとなってもよい。またその形状も開放面が多角形であっても円であってもよいが、相互に固定する便を考えると4角形が好ましい。
【0016】
容器は底面が平らな容器に限られない。図2に示すように底面から突起が出ているような容器でもよい。即ち上下に重ね合わせることができる容器ならその形状は問わない。
【0017】
容器に設ける孔の大きさはフィルターとなるよう細かい孔を設けることが好ましいが、容器の強度を保てる程度に大きな孔を開けてもよい。この場合はヘドロのフィルターとなるような布などを容器の中に敷けば良い。
【0018】
容器はその材質を問わない。しかし、容器山で土盛りの強度を保つ場合は、地中に埋設されることとなるのでセメントあるいはプラスチック製が好ましい。取り扱いの便から水分の影響を受けないポリプロピレンあるいはポリエチレンなどのポリオレフィンあるいはポリスチレンなどのプラスチック製がよい。
【0019】
容器山に充填された土砂は容器山ごとそのまま盛土によって被覆される。充填された土砂そのものには強度的に期待できるものではないが、容器そのものの強度があるため、その上部はそのまま歩道、遊歩道、駐車場など負荷のあまりかからない用途に使用可能である。
【発明の効果】
容器を組み合わせ、その容器中にヘドロを充填するため、容器山としてその形状を保つことができる。必要に応じてそれぞれを連結具で固定することができるため、強度がある。そのため土盛りはそのまま上部が駐車場、歩道、遊歩道など負荷が余りかからない用途に使用できる。
【図面の簡単な説明】
【図1】本発明の容器の一概念図である。
【図2】本発明の容器の他の概念図である。
【図3】本発明の容器の積み重ねを示す例1の断面図である。
【図4】図3の積み重ねを上から見た図である。
【図5】本発明の容器の積み重ねを示す例2の断面図である。
【図6】図5の積み重ねを上から見た図である。
【図7】本発明の容器の積み重ねを示す例3の断面図である。
【図8】図7の積み重ねを上から見た図である。
【図9】本発明の容器の積み重ねを示す例4の断面図である。
【符号の簡単な説明】
21 容器山
11 容器
12 連結具
[0001]
BACKGROUND OF THE INVENTION
This is a method of dewatering high-moisture deposits containing a large amount of water, such as sludge, and effectively using the sediment components that remain after dehydration.
[0002]
[Prior art]
For example, high moisture deposits such as sludge accumulated in the bottom layer of rivers and lakes are difficult to dispose of when excavated during dredging, etc., and if left undisturbed will affect the surrounding environment. Therefore, various methods for treating such highly water-containing deposits have been proposed.
[0003]
In this method, a highly water-containing deposit such as sludge is placed in a bag having water permeability, and this is piled up and dehydrated.
The other method is a method of mechanically dehydrating a highly water-containing deposit such as sludge using various press machines or centrifuges.
There is a method of directly solidifying and discarding mud using a solidifying agent such as lime or cement.
[0004]
[Problems to be solved by the invention]
However, in the dehydration method using the bag, each bag is easily moved by the flow of the high water content deposit when the high water content deposit is charged or filled into the water permeable bag. Therefore, not only is the position difficult to determine, but in particular, if a bag filled with high water content deposits is placed on top of a bag that is filled with high water content deposits, The water separated from the high water content deposits leached from the inside of the bag body acts as a surface active agent to reduce the frictional resistance of the bag body surface. It is difficult to pile up the bag body in the planned position by dropping into the lower bag body due to the weight of the earth and sand, or pushing the lower bag body located at the end to the side, etc. , Take multi-stage loading To enable construction, it has been consuming problem extra costs caused the need to separately provide a facility such as earth retaining structures and pressing embankment temporary.
[0005]
In addition, there is a problem that a method of dehydrating using a machine or a method of solidifying chemically is expensive.
[0006]
The present invention is a method of embedding that can be used for parking lots, sidewalks, etc., with dewatering high-moisture deposits such as sludge by a simple method and using sand and sand originating from dehydrated sludge as a core, etc. Is to provide.
[0007]
[Means for Solving the Problems]
The present invention has been made to solve the above-mentioned problems, and the gist of the present invention is to open a container having a plurality of holes on the surface and a taper whose side surface becomes narrower toward the bottom surface in the vertical and horizontal directions. Forms a pile of containers that are superposed upward, fills the container with high moisture deposits such as sludge, and moisture contained in the high moisture deposits oozes out from the holes provided on the container surface to deposit high moisture in the container After the volume of the object is reduced, the step of filling the high water content deposit again is repeated a plurality of times, and then the earth is piled up with the container pile as a core.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described in detail with reference to the drawings. As the container, as shown in FIGS. 1 and 2, a container having a large number of holes on the surface and configured such that the side surface becomes narrower from the upper open surface toward the bottom surface is used. The shape of the container is not limited as long as the mouth of the container, that is, the open surface is similar to the bottom surface, and the bottom surface is narrowed by the taper provided on the side surface.
When containers of this shape are stacked vertically and horizontally, an appropriate gap is opened between the containers due to the taper provided in the container, and pipes or hoses are inserted from the side through the gap, and each container is sludged. Can be filled.
[0009]
The method of combining the containers is not limited as long as the container can be filled with sludge. As an example of the stacking method, there are a method of stacking with the upper edge of the lower adjacent container as a base, and a method of vertically combining using a suitable connector.
[0010]
For example, the former is combined and stacked as shown in FIG. 3, and the latter is combined and stacked as shown in FIGS. 5, 7, and 9, for example.
3 and 4 are a front view and a plan view, respectively, of an example in which rectangular containers are stacked, but by stacking in this way, the container crest has a substantially triangular gap due to the taper of the side of the container. Is formed. Each container can be filled with sludge through a pipe or a hose. Containers can be fixed vertically and horizontally as required. For example, to prepare a joint provided with projections at four locations at right angles to the vertical direction to each other in the square plate, provided with a hole that can be inserted is the projection on the container on the edge, a hole that can be the projection is inserted into the bottom of the container Just keep it.
[0011]
5, FIG. 7, and FIG. 9 are cross-sectional views of container piles stacked using a connector, and FIGS. 6 and 8 are plan views thereof . These are methods in which the containers are stacked on the central axis as shown in the figure. For this purpose, the containers are overlapped with each other with a gap in the vertical direction using an appropriate connector. The connector shown in FIGS. 5 and 7 may be provided with through holes as appropriate so that the containers do not adhere to each other and the sludge flows downward. Even in the case where the projection is inserted between the projections as shown in FIG. 9 to be described later, it is possible to provide the connector with a large number of holes / slits so that the sludge falls.
[0012]
Although the connector is illustrated as being used on the side surface (FIGS. 5 and 6) or the upper edge (FIGS. 7 and 8) of the container, it can be supported from the bottom of the container. That is, the shape of the container is not limited as long as the containers are not in close contact with each other and are fixed in a state where a gap is opened on the wall surface.
[0013]
FIG. 9 is an example of how to stack containers having protrusions on the bottom of the container. The connecting tool used in this case may be one having an upper portion inserted into the container projection and a lower portion having a hole into which the tip of the container projection can be inserted. Even such a container can be stacked as shown in FIGS.
[0014]
Containers stacked in the vertical direction are further arranged in the horizontal direction to form a container crest. The containers arranged in the lateral direction can be fixed by using an appropriate connector at a portion where they are in contact with each other.
[0015]
Fill the container in the container pile with sludge, repeat the process of filling the sludge again several times after the moisture contained in the sludge has leached from the hole provided on the container surface and the sludge volume in the container has decreased, The resulting soil is filled.
Even if the said container is a bowl, it may become a container of the same shape as a result of combining a plate and a pipe with many holes, or may connect many containers. Further, the shape may be a polygon or a circle with an open surface, but a quadrangular shape is preferable in view of stools fixed to each other.
[0016]
The container is not limited to a container having a flat bottom surface. As shown in FIG. 2, the container may have a protrusion protruding from the bottom. In other words, any shape can be used as long as the container can be superposed on top and bottom.
[0017]
Although it is preferable to provide a fine hole so as to be a filter, the hole provided in the container may have a hole large enough to maintain the strength of the container. In this case, a cloth or the like that becomes a sludge filter may be laid in the container.
[0018]
The material of the container is not limited. However, when maintaining the strength of the embankment in the container pile, it is preferably buried in the ground, and is preferably made of cement or plastic. It is preferable to use a polyolefin such as polypropylene or polyethylene, or a plastic such as polystyrene, which is not affected by moisture due to handling convenience.
[0019]
The earth and sand filled in the container pile is covered with the embankment as it is. Although the filled earth and sand itself cannot be expected in terms of strength, since the container itself has the strength, its upper part can be used as it is for applications such as sidewalks, promenades, and parking lots that do not require much load.
【The invention's effect】
Since the containers are combined and filled with sludge, the shape of the container can be maintained. Since each can be fixed with a connector as required, there is strength. Therefore, the top of the earth can be used for applications that do not require much load, such as parking lots, sidewalks, and promenades.
[Brief description of the drawings]
FIG. 1 is a conceptual diagram of a container according to the present invention.
FIG. 2 is another conceptual diagram of the container of the present invention.
FIG. 3 is a cross-sectional view of Example 1 illustrating the stacking of containers of the present invention.
4 is a top view of the stack of FIG. 3;
FIG. 5 is a cross-sectional view of Example 2 showing the stacking of containers of the present invention.
6 is a top view of the stack of FIG.
FIG. 7 is a cross-sectional view of Example 3 illustrating the stacking of containers of the present invention.
8 is a top view of the stack of FIG.
FIG. 9 is a cross-sectional view of Example 4 illustrating the stacking of containers of the present invention.
[Brief description of symbols]
21 container pile 11 container 12 connector

Claims (1)

表面に多数の孔を有し、かつ側面が底面に向かって狭くなるテーパを有する容器を上下左右にその開口部を上方に向け重ね合わせた容器山を形成し、容器に高含水堆積物を充填し、高含水堆積物に含まれる水分が容器表面に設けた孔から滲出して容器中の高含水堆積物の体積が減少した後、再び高含水堆積物を充填する工程を複数回繰り返した後、容器山を芯として土盛りすることを特徴とする土盛り方法。Forms a pile of containers with a large number of holes on the surface and a taper whose side faces become narrower toward the bottom, with the opening facing up, down, left, and right, and the container is filled with high water content deposits After the moisture contained in the high moisture content oozes out from the holes provided on the surface of the container and the volume of the high moisture content deposit in the container is reduced, the process of filling the high moisture content deposit again is repeated several times. A method of filling, characterized by depositing with a container mountain as a core.
JP2000258690A 2000-08-29 2000-08-29 Tomori method Expired - Lifetime JP4435393B2 (en)

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JP4435393B2 true JP4435393B2 (en) 2010-03-17

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169941A (en) * 2005-12-20 2007-07-05 Shinichiro Hayashi Sludge storage and treatment facility
JP4908937B2 (en) * 2006-06-13 2012-04-04 株式会社ブリヂストン Rainwater storage and penetration tank
JP4800855B2 (en) * 2006-06-13 2011-10-26 株式会社ブリヂストン Component for rainwater storage and penetration tank and rainwater storage and penetration tank

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