JPH01210518A - Device for improving sludge ground and method of improving sludge ground utilizing said device - Google Patents

Device for improving sludge ground and method of improving sludge ground utilizing said device

Info

Publication number
JPH01210518A
JPH01210518A JP3513188A JP3513188A JPH01210518A JP H01210518 A JPH01210518 A JP H01210518A JP 3513188 A JP3513188 A JP 3513188A JP 3513188 A JP3513188 A JP 3513188A JP H01210518 A JPH01210518 A JP H01210518A
Authority
JP
Japan
Prior art keywords
water
sludge
ground
sludge ground
predetermined area
Prior art date
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.)
Pending
Application number
JP3513188A
Other languages
Japanese (ja)
Inventor
Taju Kato
加藤 太重
Toshiaki Kato
加藤 俊昭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP3513188A priority Critical patent/JPH01210518A/en
Publication of JPH01210518A publication Critical patent/JPH01210518A/en
Pending legal-status Critical Current

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Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To drain water efficiently without deteriorating water quality by installing a treater with an absorption pipe onto a sludge ground partitioned by a water barrier sheet and draining water in the ground. CONSTITUTION:A plurality of water-barrier sheet stop piles 3 are driven so as to surround a specified region in a sludge ground 1, and a water barrier sheet 4 is mounted near the piles 3. A treater body 5 is set up to the upper section of the sludge ground 1, and water in the ground is extracted by using a water absorber 13. Accordingly, water can be drained efficiently within a wide range without deteriorating water quality.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は、湖沼、河川、浅海の底部に堆積したヘドロ
を固化処理することによって、水質の浄化を図るヘドロ
地盤の改良方法およびその装置に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a sludge ground improvement method and apparatus for purifying water quality by solidifying sludge deposited at the bottom of lakes, rivers, and shallow seas. It is something.

〈従来の技術〉 微細な土粒子又は、産業廃棄物や生活排水として廃棄さ
れる汚泥物などが河川、湖沼、浅海に流れ込むと、その
一部がその河川などの底に沈降して堆積層を作る(以下
これをヘドロと称す)。ヘドロは、水の流れや動きに応
じて粒子が移動浮遊しやすい状態となり、これにより水
質の劣化を招き、自然環境の悪化、漁場の確保、水深の
確保、レジャーへの利用といった点で好ましくない。
<Conventional technology> When fine soil particles or sludge from industrial waste or domestic wastewater flow into a river, lake, or shallow sea, some of them settle to the bottom of the river, forming a sedimentary layer. (hereinafter referred to as sludge). Sludge is a state in which particles tend to move and float in response to the flow and movement of water, leading to deterioration of water quality, which is undesirable in terms of deterioration of the natural environment, securing fishing grounds, securing water depth, and use for leisure purposes. .

これに対し、(イ)セメントや石灰などを混合すること
によるヘドロの固化、(ロ)ヘドロ地盤の掘削やしゅん
せつによるヘドロの除去、(ハ)土砂のまき出しによる
ヘドロ地盤上への覆土、(ニ)遮水シートのヘドロ上へ
の敷設などの各手段が提案されるに及んでいる。
On the other hand, (a) solidifying the sludge by mixing cement or lime, (b) removing the sludge by excavating or dredging the sludge ground, (c) covering the sludge ground by sprinkling earth and sand, ( d) Various methods have been proposed, such as laying a water-blocking sheet over the sludge.

〈発明が解決しようとする課題〉 しかしながら、かかる従来のヘドロ地盤の改良方法のう
ち、上記(イ)の方法にあっては作業上の困難や経費の
増大を伴ない、(ロ)の方法にあっては、作業中に水質
汚染を招くほか、ヘドロの処理場所を確保するのが難し
く、(ハ)の方法にあっては、投入した土砂がヘドロ中
に混入されてしまい、ヘドロを完全に被うことが技術上
類しかった。また、これらの技術はなによりもヘドロの
飛散を完全に防止することが難しく、大ががりな設備を
用いて土砂のまき出し厚さを十分にする必要が生じ、さ
らには水深を浅くしてしまうことなどの問題点が生じた
。また、(ニ)の方法にあっては、嫌気性のメタン発酵
が生じ、硫化水素も発生し、かかるガス抜きが必要にな
り、その設備が大がかりになるという欠点があった。
<Problems to be Solved by the Invention> However, among the conventional methods for improving sludge soil, method (a) above involves operational difficulties and increases in cost, and method (b) This method not only causes water pollution during work, but also makes it difficult to secure a place to dispose of the sludge, and method (c) allows the soil to be mixed into the sludge, making it impossible to completely remove the sludge. It was technically similar to cover. In addition, these techniques are difficult to completely prevent the scattering of sludge, and it is necessary to use large-scale equipment to spread out the soil to a sufficient thickness. Problems such as storage arose. In addition, method (d) has the disadvantage that anaerobic methane fermentation occurs and hydrogen sulfide is also generated, which requires degassing and requires large-scale equipment.

この発明はかかる従来の問題点に着目してなされたもの
であり、ヘドロの飛散による水質汚染を生ぜず、しかも
水深を浅くすることなく容易かつ確実にヘドロを固化処
理して、水質浄化した河川等を得ることができるヘドロ
地盤の改良方法およびその装置を得ることを目的とする
This invention was made in view of these conventional problems, and provides a river that purifies the water quality by easily and reliably solidifying sludge without causing water pollution due to sludge scattering, and without shallowing the water depth. The purpose of the present invention is to obtain a method and device for improving sludge ground that can obtain the following properties.

く課題を解決するための手段〉 この発明にかかるヘドロ地盤の改良装置は、ヘドロ地盤
の所定領域を隔成するように改良装置周面に遮水シート
を設ける一方、処理装置本体を底部に複数の通水性の集
水突起部が突設されたフィルタ部材と、上部および周囲
の遮水部材と、これらのフィルタ部材と遮水部材との間
の密閉室に設置した吸水管とから構成され、この処理装
置本体をヘドロ地盤上に設置した際に、上記吸水管を通
じてヘドロ地盤中の水分を吸水装置によって吸水できる
ようにしたものである。
Means for Solving the Problems> The sludge soil improvement device according to the present invention provides a water-blocking sheet around the periphery of the improvement device so as to isolate a predetermined area of the sludge soil, and a plurality of treatment device main bodies at the bottom. Consisting of a filter member with a protruding water-permeable water collection protrusion, an upper and surrounding water-blocking member, and a water suction pipe installed in a sealed chamber between these filter members and the water-blocking member, When this treatment device main body is installed on sludge ground, water in the sludge ground can be absorbed by the water absorption device through the water absorption pipe.

この発明にかかるヘドロ地盤の改良方法は、水面上に浮
上し、曳行できかつ沈設できる上記ヘドロ地盤の改良装
置を用い、これをヘドロ地盤に直接、又は必要により透
水性シートを介して沈設し、遮水シートを装置周面に固
定して湖水又は海水が処理装置本体とヘドロ地盤面と接
しているところへ流入しないようにした上で、大気圧と
水圧とを受けた処理装置本体内の水を吸引ポンプで吸引
し、ヘドロ地盤から脱水することにより地盤改良を行う
ものである。なお、地盤改良後はヘドロ地盤上に前記透
水性シートを表面に固定し、微細粒子の浮上を防止する
ようにすることもできる。
The sludge ground improvement method according to the present invention uses the above-mentioned sludge ground improvement device that floats on the water surface, can be towed, and can be sunk, and is sunk directly into the sludge ground, or if necessary, via a permeable sheet, After fixing a water-shielding sheet to the surrounding surface of the equipment to prevent lake water or seawater from flowing into the area where the treatment equipment body is in contact with the sludge ground surface, water inside the treatment equipment body subjected to atmospheric pressure and water pressure is removed. This method improves the ground by sucking up the sludge with a suction pump and dewatering the sludge from the ground. In addition, after ground improvement, the water-permeable sheet may be fixed to the surface of the sludge ground to prevent fine particles from floating.

〈作用〉 この発明における改良装置は、ヘドロ地盤上に設置され
た際、フィルタ部材がこのヘドロ地盤に直接接し、又は
透水性シートを介して接し、真空ポンプなどの吸水装置
により、吸水管を通じてフィルタ部材と遮水部材との間
を負圧力向に引き込むと、大気圧と水圧がヘドロ地盤に
圧密荷重とに作用し、そのフィルタ部材からヘドロ地盤
中の水分がフィルタを通して改良装置内に流入する。こ
の流入水を吸引することによってヘドロを巻き上げるこ
となく、静かにしかも迅速に、上記ヘドロ地盤を水抜き
によって表層を固化する。
<Function> When the improved device of the present invention is installed on sludge ground, the filter member comes into contact with the sludge ground directly or through a permeable sheet, and a water suction device such as a vacuum pump pumps the filter through the water suction pipe. When the gap between the member and the water shielding member is drawn in a negative pressure direction, atmospheric pressure and water pressure act on the sludge ground with a consolidation load, and the water in the sludge ground flows from the filter member into the improvement device through the filter. By suctioning this inflow water, the surface layer of the sludge ground is solidified by draining water quietly and quickly without stirring up sludge.

また、この発明の別の目的におけるフィルタ部材は、複
数の集水突起部を突設したものがらなり、これらをヘド
ロ地盤内にもぐり込ませることにより、ヘドロ地盤中の
水をこのヘドロ地盤中の上面からばかりでなく、突設し
た内部からも吸引することを可能にし、ヘドロ地盤の吸
水同化の効率を高められるようにする。
In addition, a filter member according to another object of the present invention has a plurality of protruding water collection protrusions, and by sinking these into the sludge ground, water in the sludge ground is drained from the sludge ground. This makes it possible to suction not only from the top surface but also from the inside of the protruding structure, increasing the efficiency of water absorption and assimilation of sludge ground.

〈発明の実施例〉 以下に、この発明の一実施例を図について説明する。<Embodiments of the invention> An embodiment of the present invention will be described below with reference to the drawings.

第1図において、1はヘドロ地盤で、これが水面2下の
例えば河川の水底にある。また、水中であって、このヘ
ドロ地盤1の所定領域には、複数本の遮水シート止め杭
3が領域を囲むようにして打設されており、この遮水シ
ート止め杭3の近傍に、そのヘドロ地盤1の所定領域を
隔成する遮水シート4が設けられている。この遮水シー
ト4の下部は、水抜きを行おうとするヘドロ地盤1中の
所定深さまで挿入されて、ヘドロ地盤1の上部に臨む部
分には、処理装置本体5の周辺部5aが取り付けられる
ようになっている。この周辺部5aは例えば不透水性の
枠部材や遮水シートなどの遮水部材からなる。また、こ
の周辺部5aの上部、つまり処理装置本体5の上部は、
遮水部材としての例えばジオメンブレンなどの遮水シー
ト5bにより被われている。さらに、この処理装置本体
5の底部は、複数の集水突起部としての集水コーン部6
を持ったフィルタ部材7aとなっている。このフィルタ
部材7aは不織布などによって作られている。なお、改
良装置とヘドロ地盤上の間に設置される透水性シート7
bは、ヘドロの土粒子等をまき上げないようにしたもの
で、不織布やネットのような透水性シートからなる。8
は集水コーン部6内に収容された重錘兼用のフィルタ材
料としての砂や小礫などの粒状物である。9,10は遮
水シート5bの内側およびフィルタ部材7aの内側の密
閉室21にそれぞれ設けられた不織布などからなる集水
層であり、これらの各集水層9゜10間に吸水管11が
敷設されている。この吸水管11は集水層の小孔が多数
段けられ、本管11aとこれに連繋する複数の枝管1’
lbとからなる。
In FIG. 1, 1 is sludge ground, which is located below the water surface 2, for example at the bottom of a river. In addition, a plurality of water-shielding sheet retaining piles 3 are driven in a predetermined area of this sludge ground 1 underwater so as to surround the area, and the sludge is placed near the water-shielding sheet retaining pile 3. A water-blocking sheet 4 is provided to separate a predetermined area of the ground 1 from each other. The lower part of this water-blocking sheet 4 is inserted to a predetermined depth into the sludge ground 1 from which water is to be drained, and the peripheral part 5a of the treatment equipment main body 5 is attached to the part facing the upper part of the sludge ground 1. It has become. This peripheral portion 5a is made of, for example, a water-impermeable frame member or a water-blocking member such as a water-blocking sheet. Moreover, the upper part of this peripheral part 5a, that is, the upper part of the processing apparatus main body 5,
It is covered with a water-shielding sheet 5b such as a geomembrane as a water-shielding member. Further, the bottom of the main body 5 of the processing device has a water collecting cone portion 6 as a plurality of water collecting protrusions.
The filter member 7a has the following characteristics. This filter member 7a is made of nonwoven fabric or the like. In addition, the water permeable sheet 7 installed between the improvement equipment and the sludge ground
b is made of a water-permeable sheet such as non-woven fabric or net to prevent soil particles such as sludge from being thrown up. 8
is a granular material such as sand or gravel that is housed in the water collection cone portion 6 and serves as a filter material that also serves as a weight. Reference numerals 9 and 10 indicate water collection layers made of non-woven fabric, which are provided in the sealed chambers 21 inside the water-blocking sheet 5b and inside the filter member 7a, respectively, and between these water collection layers 9 and 10, a water absorption pipe 11 is installed. It is laid down. This water suction pipe 11 has a large number of small holes in the water collection layer, and has a main pipe 11a and a plurality of branch pipes 1' connected to the main pipe 11a.
It consists of lb.

本管11aの一部に設けた集水口11cには、フレキシ
ブルホース12の一端が連結可能になっている。13は
送気可能な吸水装置であり、フレキシブルホース12の
他端を継ぐセパレートタンク14、ゲートバルブ15.
ポンプ16.ポンプ16の駆動モータ17、排水ホース
18および図示しないコンプレッサなどからなる。この
吸水装置13は例えば船や陸上部に設置される。また、
処理装置本体5はこれらの複数を連結部材(図示しない
)を介して縦横に延数して連設し、これらを広域のヘド
ロ地盤l上に同時に並設することもでき、これによって
複数のフレキシブルホース12から吸水装置で広域のヘ
ドロ地盤の同時集水を可能にすることができる。第2図
は本管11aと枝管11bの配管パターンの1例を示す
。これによれば、集水口11Cを持った本管11aに枝
管11bが分岐接続され、各枝管11bが集水コーン部
6上位置するように設けられている。また、この実施例
では、各枝管11bが集水コーン部6で拡大している。
One end of the flexible hose 12 can be connected to a water collection port 11c provided in a part of the main pipe 11a. Reference numeral 13 denotes a water suction device capable of supplying air, which includes a separate tank 14 that connects the other end of the flexible hose 12, a gate valve 15.
Pump 16. It consists of a drive motor 17 for the pump 16, a drain hose 18, a compressor (not shown), and the like. This water absorption device 13 is installed, for example, on a ship or on land. Also,
The processing device main body 5 can connect a plurality of these in a row in a row and a row through connection members (not shown), and can also install them in parallel on the sludge ground l in a wide area at the same time, thereby allowing a plurality of flexible It is possible to simultaneously collect water from the sludge ground over a wide area using the water suction device from the hose 12. FIG. 2 shows an example of a piping pattern for the main pipe 11a and the branch pipe 11b. According to this, branch pipes 11b are branched and connected to a main pipe 11a having a water collection port 11C, and each branch pipe 11b is provided so as to be located above the water collection cone portion 6. Further, in this embodiment, each branch pipe 11b is enlarged by the water collection cone portion 6.

なお、上記集水コーン部6を単独突起だけでなく第3図
に示すように長溝形の集水トレンチ19とすることもで
きる。
The water collecting cone portion 6 may be formed not only by a single protrusion but also by a long groove-shaped water collecting trench 19 as shown in FIG.

次に、上記実施例の改良装置を用いたヘドロ地盤の改良
方法について具体的に説明する。
Next, a method for improving sludge ground using the improvement device of the above embodiment will be specifically explained.

まず、上記遮水シート4によって所定領域のヘドロ地盤
1を内外部ともに隔成して、この領域内外でのヘドロ地
盤1中の水の出入を制限する。次にその所定領域内のヘ
ドロ地盤1上に処理装置本体5を設置する。この処理装
置本体5の設置は次のようにして行われる。まず1図示
しないコンプレッサからフレキシブルホース12を通じ
て本管11a、枝管11bに送気し1周辺部5a、遮水
シート5b、フィルタ部材7にて囲まれる処理装置本体
5内の密閉室内21に空気を入れて浮力を生じさせ、こ
の浮力を利用してその処理装置本体5を水面2上に移動
させる。ここであらかじめヘドロ地盤上に透水性シート
7bを敷設しておくこともできる。次に、上記所定領域
で上記バキュームポンプ14を作動させて、上記空気を
抜き取り、 、粒状物8を含む処理装置本体5を自重に
てヘドロ地盤1上に直接、又は透水性シート7bを介し
て降ろす。このため集水コーン部6はこのヘドロ地盤1
内に挿し込まれた、第1図に示すような状態に落ち付く
。続いて、モータ17によりポンプ16を駆動し、上記
フレキシブルホース12、本管11a、枝管11bを通
じて上記空間を負正方向に引き込む。その結果、ヘドロ
地盤には、大気圧と水圧が圧密荷重として作用する。こ
のため、集水コーン6を含むフィルタ部材7aを介して
、フィルタ地盤1内の水分のみが圧密脱水され、フィル
タ作用のある粒状物8や集水159,10を介して、水
が上記密閉室内21に集められ、この集められた水が枝
管11bおよび本管11aを通じて、ポンプ16により
排水ホース18へと排出される。
First, the water-blocking sheet 4 separates the sludge ground 1 in a predetermined area from the inside and outside, thereby restricting the ingress and egress of water in the sludge ground 1 inside and outside this area. Next, the processing device main body 5 is installed on the sludge ground 1 within the predetermined area. Installation of the processing device main body 5 is performed as follows. First, air is supplied from a compressor (not shown) to the main pipe 11a and branch pipes 11b through the flexible hose 12, and then into the sealed chamber 21 in the processing device main body 5, which is surrounded by the peripheral part 5a, the water-blocking sheet 5b, and the filter member 7. The main body 5 of the processing device is moved above the water surface 2 using this buoyancy. Here, the water-permeable sheet 7b may be laid on the sludge ground in advance. Next, the vacuum pump 14 is operated in the predetermined area to remove the air, and the treatment device main body 5 containing the granular materials 8 is placed directly on the sludge ground 1 by its own weight or via the water-permeable sheet 7b. unload. Therefore, the water collection cone 6 is connected to this sludge ground 1.
It will settle into the state shown in Figure 1, where it has been inserted inside. Subsequently, the pump 16 is driven by the motor 17 to draw the space in the negative and positive directions through the flexible hose 12, the main pipe 11a, and the branch pipe 11b. As a result, atmospheric pressure and water pressure act on the sludge ground as consolidation loads. Therefore, through the filter member 7a including the water collecting cone 6, only the moisture in the filter ground 1 is dehydrated by compaction, and the water is transferred into the sealed chamber through the filtering granules 8 and water collecting 159, 10. 21, and the collected water is discharged to the drain hose 18 by the pump 16 through the branch pipe 11b and the main pipe 11a.

かかる水の排出作業によって遮水シート4により隔成さ
れた領域内のヘドロ地盤1は次第に脱水されながら硬く
固化することで他からの水の侵入を防止してヘドロが容
易に水に溶けないようになる。
As a result of such water drainage work, the sludge ground 1 in the area separated by the water-blocking sheet 4 is gradually dehydrated and hardened, thereby preventing water from entering from other sources and preventing the sludge from easily dissolving in water. become.

そして、かかる固化作業の終了後は、透水性シート7b
のみを改良装置から分離させて、その固化したヘドロ地
盤1上に残して、ヘドロの溶解、飛散を防止するように
作用させる。なお、残してきた透水性シート7bは固定
杭により固定しておく。
After the solidification work is completed, the water permeable sheet 7b
The sludge is separated from the improvement equipment and left on the solidified sludge ground 1 to act to prevent the sludge from dissolving and scattering. Note that the remaining water permeable sheet 7b is fixed with fixed stakes.

また、上記フィルタ部材7aを含む改良装置を、次に改
良すべきヘドロ地盤1上に、上記浮力を利用して移動さ
せる。この場合でも、改良装置を沈設する前に、あらか
じめ、ヘドロ地盤上に透水性シート7bを敷設しておく
ことができる。次に、上記バキュームポンプ14の作動
による空気抜きにより、処理装置本体5をその処理すべ
き地盤1上に降ろし、以下上記と同様の処理作業をくり
返す。このようにして、ヘドロ地盤1を広域にわたって
固化して、粉状ないしコロイド状になってこれらが溶解
、飛散するのを防止することにより、河川の水質浄化を
図ることができる。
Further, the improvement device including the filter member 7a is moved onto the sludge ground 1 to be improved next using the buoyancy. Even in this case, the water-permeable sheet 7b can be laid in advance on the sludge ground before the improvement device is submerged. Next, by removing air by operating the vacuum pump 14, the treatment device body 5 is lowered onto the ground 1 to be treated, and the same treatment operations as described above are repeated. In this way, by solidifying the sludge ground 1 over a wide area and preventing it from becoming powdery or colloidal and dissolving and scattering, river water quality can be purified.

なお、上記実施例では、処理装置本体5を遮水シートや
不織布など、全体として撓みやすい材料によって構成し
ているが、これは処理装置本体5の底面がヘドロ地盤1
の表面の凹凸になじみやすくするためである。
In the above embodiment, the treatment device main body 5 is made of a flexible material such as a water-shielding sheet or a non-woven fabric, but this is because the bottom surface of the treatment device main body 5 lies in the sludge ground 1.
This is to make it easier to adapt to the unevenness of the surface.

また、上記ヘドロ地盤1の固化処理後に、改良装置を水
面2上に浮上させると、このヘドロ地盤1にはコーン状
穴20が、第4図に示すように形成される。このように
すると、その後流入してきた微細粒子をこのコーン状穴
20に落し込んで沈積させることができ、再びまい上る
のを防止でき。
Further, when the improvement device is floated above the water surface 2 after the solidification treatment of the sludge ground 1, a cone-shaped hole 20 is formed in the sludge ground 1 as shown in FIG. By doing so, the fine particles that have subsequently flowed in can be allowed to fall into the cone-shaped hole 20 and be deposited therein, and can be prevented from rising again.

水質浄化作用がより効果的に行われる。なお、第4図中
、21は透水性シート7bをヘドロ地盤上に固定するた
めの固定杭である。
Water purification effect is performed more effectively. In addition, in FIG. 4, 21 is a fixing pile for fixing the permeable sheet 7b on the sludge ground.

〈発明の効果〉 以上のように、この発明によれば、遮水シートで隔成し
た所定領域のヘドロ地盤上に、改良装置を設置し、この
改良装置を通じてヘドロ地盤中の水分を吸水装置を用い
て抜き取る方法を採用するようにしたので、改良装置を
ヘドロ地盤に順次移し替えたり、あるいは複数を継ぎ合
わせるだけで、広範囲にわたるヘドロ地盤の水抜きを、
水質汚染を生じることなく効率的に実施できる効果があ
る。
<Effects of the Invention> As described above, according to the present invention, an improvement device is installed on the sludge ground in a predetermined area separated by a water-shielding sheet, and the moisture in the sludge ground is absorbed by the water absorption device through the improvement device. Since we have adopted a method for draining water from sludge soil, it is possible to drain water from sludge ground over a wide area by simply transferring the improved equipment to the sludge ground one after another, or by joining multiple devices together.
It has the effect of being able to be carried out efficiently without causing water pollution.

また、この発明の別の発明によれば、水面上に浮上し、
曳行できかつ沈設し大気圧と水圧でヘドロ地盤を圧密で
きるもので所定領域内のヘドロ地盤を隔成する遮水シー
トと、フィルタ部材、遮水部材、吸水管を有する改良装
置と、上記フィルタ部材および吸水管を通じてヘドロ地
盤中の水分を抜き取る吸水装置とからヘドロ地盤の改良
装置を構成したので、従来におけるごとき土砂のまき出
し設備やガス抜きの設備を用意することなく、安価かつ
容易に装置を得ることができる効果がある。
Further, according to another invention of the present invention, floating on the water surface,
An improved device having a water-shielding sheet that can be towed and sunk to consolidate sludge ground using atmospheric pressure and water pressure and that separates sludge ground in a predetermined area, a filter member, a water-shielding member, and a water suction pipe, and the filter member as described above. The sludge ground improvement device is composed of a water absorbing device that extracts water from the sludge ground through a water suction pipe, so the device can be installed at low cost and easily without the need for conventional earth and sand sprinkling equipment or gas venting equipment. There are effects that can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明にかかるヘドロ地盤の改良装置を示す
概略断面図、第2図は吸水管の本管と枝管の配管パター
ン図、第3図は集水突起部の他の実施例を示す平面図、
第4図は改良後のヘドロ地盤を示す断面図である。 1・・ヘドロ地盤、4・・遮水シート、6・・集水突起
部、7a・・フィルタ部材、11・・吸水管、13・・
吸水装置。
Fig. 1 is a schematic sectional view showing the sludge ground improvement device according to the present invention, Fig. 2 is a piping pattern diagram of the main pipe and branch pipes of the water suction pipe, and Fig. 3 shows another embodiment of the water collection protrusion. A plan view showing,
Figure 4 is a cross-sectional view showing the improved sludge ground. 1...Sludge ground, 4...Water shielding sheet, 6...Water collection protrusion, 7a...Filter member, 11...Water intake pipe, 13...
Water absorption device.

Claims (1)

【特許請求の範囲】 1)ヘドロ地盤の所定領域を隔成する遮水シートと、上
記所定領域のヘドロ地盤上に設置し、底部が複数の透水
性の集水突起部を突設したフィルタ部材からなるととも
に、上部および周囲が遮水部材からなり、さらにこれら
のフィルタ部材および遮水部材の間に形成した密閉室に
吸水管を有する処理装置本体と、上記フィルタ部材およ
び吸水管を通じて上記ヘドロ地盤中の水分を抜き取る吸
水装置とを備えたヘドロ地盤の改良装置。 2)所定領域のヘドロ地盤を遮水シートにより隔成し、
この所定領域のヘドロ地盤上に、底部が透水性とし、か
つその他が遮水性とするとともに、内部に吸水管が設け
られた処理装置本体を設置し、吸水装置により上記吸水
管を通じて上記ヘドロ地盤中の水分を抜き取るヘドロ地
盤の改良方法。 3)ヘドロ地盤上に、透水性シートを介して処理装置本
体を設置することによりヘドロ地盤中の水分を抜き取る
請求項2記載のヘドロ地盤の改良方法。
[Scope of Claims] 1) A water-blocking sheet that separates a predetermined area of sludge ground, and a filter member that is installed on the sludge ground in the predetermined area and has a bottom protruding from a plurality of water-permeable water collection protrusions. The processing equipment main body has a water intake pipe in a sealed chamber formed between the filter member and the water intake pipe, and the sludge ground is formed through the filter member and the water intake pipe. A sludge soil improvement device equipped with a water absorption device that extracts the moisture inside. 2) Separate the sludge ground in a predetermined area with a water-blocking sheet,
A treatment equipment main body is installed on the sludge ground in this predetermined area, the bottom part of which is permeable and the other parts of which are water impermeable, and a water suction pipe is installed inside. A method for improving sludge soil by removing moisture from it. 3) The method for improving sludge ground according to claim 2, wherein water in the sludge ground is removed by installing a treatment device main body on the sludge ground via a water-permeable sheet.
JP3513188A 1988-02-19 1988-02-19 Device for improving sludge ground and method of improving sludge ground utilizing said device Pending JPH01210518A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3513188A JPH01210518A (en) 1988-02-19 1988-02-19 Device for improving sludge ground and method of improving sludge ground utilizing said device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3513188A JPH01210518A (en) 1988-02-19 1988-02-19 Device for improving sludge ground and method of improving sludge ground utilizing said device

Publications (1)

Publication Number Publication Date
JPH01210518A true JPH01210518A (en) 1989-08-24

Family

ID=12433375

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3513188A Pending JPH01210518A (en) 1988-02-19 1988-02-19 Device for improving sludge ground and method of improving sludge ground utilizing said device

Country Status (1)

Country Link
JP (1) JPH01210518A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5824399A (en) * 1981-07-31 1983-02-14 Nakano Chika Koji:Kk Quick dehydrating and removing method for sludge
JPS63161213A (en) * 1986-12-24 1988-07-04 Taisei Corp Underwater ground improvement method and consolidation equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5824399A (en) * 1981-07-31 1983-02-14 Nakano Chika Koji:Kk Quick dehydrating and removing method for sludge
JPS63161213A (en) * 1986-12-24 1988-07-04 Taisei Corp Underwater ground improvement method and consolidation equipment

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