JPS5813817A - Dewatering work for soft ground - Google Patents

Dewatering work for soft ground

Info

Publication number
JPS5813817A
JPS5813817A JP11234681A JP11234681A JPS5813817A JP S5813817 A JPS5813817 A JP S5813817A JP 11234681 A JP11234681 A JP 11234681A JP 11234681 A JP11234681 A JP 11234681A JP S5813817 A JPS5813817 A JP S5813817A
Authority
JP
Japan
Prior art keywords
layer
sludge
dewatering
dehydrating agent
soft ground
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.)
Granted
Application number
JP11234681A
Other languages
Japanese (ja)
Other versions
JPH0445609B2 (en
Inventor
Hitoshi Hatano
倫 波多野
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.)
Nihon Solid Co Ltd
Original Assignee
Nihon Solid Co 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 Nihon Solid Co Ltd filed Critical Nihon Solid Co Ltd
Priority to JP11234681A priority Critical patent/JPS5813817A/en
Publication of JPS5813817A publication Critical patent/JPS5813817A/en
Publication of JPH0445609B2 publication Critical patent/JPH0445609B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To carry out the dewatering of sludge layer, the removal of odors, the lowering of COD value and the regulation of a pH of leached water by forming a granular dewatering layer consisting primarily of activated carbon and an inorganic material in the surface layer of the sludge layer. CONSTITUTION:Sludge is charged into weirs 1 and 2 to form a sludge layer A, and a granular dewatering layer B composed of activated carbon and an inorganic material as main components is provided in the surface layer of the sludge layer A, thereby performing the dewatering of the sludge layer A, the removal of odors, the lowering of COD value and the adjustment of the pH of leached water. The dewatering layer B used is made up of a combination of inorganic materials consisting of such industrial wastes as coal bottom ash, flyash, natural and synthetic zeolites, etc.

Description

【発明の詳細な説明】 本発明は軟弱地盤の脱水工法に関する。[Detailed description of the invention] The present invention relates to a dewatering method for soft ground.

従来埋立護岸、築堤等を建設する場合汚泥等により埋立
を行うが、該汚泥によって涜土された軟弱地盤は種々の
方法によって脱水を行っていた。これらの従来工法とし
ては例えば汚泥層の上部に敷砂層、その上にさらに水硬
性材料を用いた衣面汲積層を設けた直僧まき出し工法、
汚泥層にシートネット層、敷砂Pt1および表面被覆層
を順次設けるシート、ネット工法、あるいは前記シーF
、ネツシ工法において汚泥層部に部分脱水層を設は念部
分脱水およびシート、ネ7トエ゛法等が挙げられる。
Conventionally, when constructing reclaimed seawalls, embankments, etc., sludge and the like are used for reclamation, and the soft ground soiled by the sludge has been dewatered by various methods. Examples of these conventional construction methods include, for example, the Jizokari construction method, in which a sand layer is placed on top of the sludge layer, and on top of that a layer of cloth layered with hydraulic material;
A sheet, a net construction method, or the above-mentioned sea F in which a sheet net layer, bedding sand Pt1, and a surface coating layer are sequentially provided on a sludge layer.
In the Netshi construction method, a partial dewatering layer is provided in the sludge layer, and partial dewatering, sheeting, net seven method, etc. are included.

しかしながらこれら従来法は−ずれも髪用水を清澄化す
ることはできるが、汚泥に由来する臭気除去、浸出水の
PH調整およびO,o、D値の低下等を行うことは不可
能てあった。
However, although these conventional methods can clarify hair water, they are unable to remove odors derived from sludge, adjust the pH of leachate, and reduce O, O, and D values. .

本発明者はこれら従来工法における欠点を解決すべく種
々研究を重ね冷結果本発明を完成するに至った。
The present inventor has conducted various researches to solve the drawbacks of these conventional construction methods, and has finally completed the present invention.

すなわち本発明は汚泥層の表層gK、活性炭および無機
質材料を主成分とする粒状脱水剤層を形成(以下脱水剤
層と称する)せしめて汚泥層の水を排出する軟弱地盤の
脱水工法である。
That is, the present invention is a dewatering method for soft ground in which water in the sludge layer is drained by forming a granular dehydrating agent layer (hereinafter referred to as a dehydrating agent layer) mainly consisting of the surface gK of the sludge layer, activated carbon, and inorganic materials.

本発明方法の脱水剤層に使用する脱水剤層、活性炭およ
び高炉スラグ(水砕)、赤泥、セメンF劣化レータシス
、石炭のボトムアッシェ、フライアッシュ、天然合成ゼ
オライト等の各種産業廃棄物からなる無機質材料を組合
せてなるものである。そしてこれらの素材は均一に混合
し造粒化したものである。またこれらの脱水剤は所望に
より酸あるいはアルカリ物質を添加して脱水剤を酸性あ
るいはアルカリ性に調整して使用することもできる。
The dehydrating agent layer used in the dehydrating agent layer of the method of the present invention consists of various industrial wastes such as activated carbon, blast furnace slag (granulated), red mud, cement F degraded latsis, coal bottom ash, fly ash, and naturally synthesized zeolite. It is made by combining inorganic materials. These materials are uniformly mixed and granulated. Further, these dehydrating agents can be used by adding an acid or alkaline substance to adjust the dehydrating agent to be acidic or alkaline, if desired.

次に本発明を図面を参照しながら一層するO第1図は築
堤(1) (2)内に汚泥を投入し+汚泥層(6)を*
@くしめその表層部に脱水剤層(B)を設けた場合の断
面図である。第1図に示すように汚泥層(A)の表層部
に脱水剤層(B)を設けることによって汚泥層(勾中に
含まれる水によって脱水剤層(功を形成してψる個々の
脱水剤がIHIIする。ざらに脱水剤層(神は時間の経
過と共に汚泥層(勾中の水分を@収し地表層部に排出す
る。そして各々の脱水剤は互に隣接する脱水剤との間隙
を埋めて透水層として好ま[=XA状態となる。また図
面には示していないが前記脱水剤層(Blの上面および
下面に透水性素材層を設は脱水剤層(賜をサンドインチ
状に挾むように形成することもできる。
Next, the present invention will be layered with reference to the drawings.
It is a sectional view when a dehydrating agent layer (B) is provided on the surface layer of @comb. As shown in FIG. As time passes, the dehydrating agent layer (or the sludge layer) collects water in the gradient and discharges it to the surface layer. This is preferable as a water-permeable layer [=XA state. Although not shown in the drawing, a water-permeable material layer is provided on the upper and lower surfaces of the dehydrating agent layer (B1). It can also be formed to be sandwiched.

第2図は本発明の他の態状を示す断面図である。FIG. 2 is a sectional view showing another state of the present invention.

すなわち汚泥層(Nの表amに脱水剤層(功を設けさら
にその表層面に敷砂層(@を設けることによってさらに
脱水効果を高めることができる。
That is, the dewatering effect can be further enhanced by providing a dehydrating agent layer on the surface of the sludge layer (N) and further providing a bedding layer on the surface.

さらに他の態称として第3図に示すように脱水剤層(司
を汚泥層(勾の表層部と共に汚泥層(勾の縦方向に対し
ても設けることにより一層排水効果は高められる。そし
て前記汚泥層(勾の表層部に設けられた脱水剤層(B)
の表層部にさらに敷砂層(φを設けることKよってその
自重によってより一層排水効果を高めることができる0
本発明方法による脱水剤層は個々の脱水剤によって層を
形成せLめてもよいが、その他部4〜6図に示すような
形状にあら−tI為じめ透水性素材を調製し、その内に
脱水剤を充填し、これらのものを用いて脱水剤層(B)
を形成せしめることもできるO前記透水性素材としては
布地、合成樹脂製の紐で編んだ布地、ファブリック7オ
ーム(旭化成工業株式会社製商品名)等が挙げられる。
As another example, as shown in Figure 3, the drainage effect can be further enhanced by providing a dehydrating agent layer in the vertical direction of the slope as well as a sludge layer (in the vertical direction of the slope). Sludge layer (dehydrating agent layer (B) provided on the surface of the sludge layer)
By further providing a bedding layer (φ) on the surface layer, the drainage effect can be further enhanced by its own weight.
The dehydrating agent layer according to the method of the present invention may be formed by forming layers using individual dehydrating agents, but in other cases, a damp water-permeable material is prepared in the shape shown in Figures 4 to 6, and Fill the inside with a dehydrating agent and use these to form the dehydrating agent layer (B).
Examples of the water-permeable material include cloth, cloth knitted with synthetic resin strings, and Fabric 7 Ohm (trade name, manufactured by Asahi Kasei Industries, Ltd.).

まな前記敷砂層(q中に本発明に使用する脱水−を混入
すればさらに好ましい結果が得られる。
Even more preferable results can be obtained if the dehydrated material used in the present invention is mixed into the bedding layer (q).

本発明に係る脱水工法によれd汚泥層中の水の排水効率
が高ψことは勿論その他従来工法では不可能とされてい
た臭気除去、O,O,D値の低下、憚出水のPH1ii
!i整等を行うことができる。
The dewatering method of the present invention not only improves the drainage efficiency of water in the sludge layer, but also removes odors, which were considered impossible with conventional methods, reduces O, O, and D values, and improves the PH1ii of effluent water.
! It is possible to perform i-alignment, etc.

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

第1乃至3図は本発明の工法の一例を示すための築堤に
おける場合の断面図を示し、第4乃至6図は脱水剤を充
填するための透水性素材による収納体の斜視図を示す。 1.2−−−一一築  堤  人−−−−動画 泥 層
B −−−−−動面化剤層  o −−−−一層 砂 
層特許出願人 日本ソリッド株式会社
Figures 1 to 3 are cross-sectional views of an embankment to illustrate an example of the construction method of the present invention, and Figures 4 to 6 are perspective views of storage bodies made of water-permeable material for filling with a dehydrating agent. 1.2----Ichichiku Embankment People----Video Mud Layer B----Dynamic surface agent layer o----1 Layer Sand
Layer patent applicant Nippon Solid Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 汚泥層の表層部に、活性炭および無機質材料を主成分と
する粒状脱水剤層を形成せしめて侵出水を排水すること
を特徴とする軟弱地盤の脱水工法0
A dewatering method for soft ground characterized by forming a granular dehydrating agent layer mainly composed of activated carbon and inorganic materials on the surface of a sludge layer to drain leachate.
JP11234681A 1981-07-20 1981-07-20 Dewatering work for soft ground Granted JPS5813817A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11234681A JPS5813817A (en) 1981-07-20 1981-07-20 Dewatering work for soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11234681A JPS5813817A (en) 1981-07-20 1981-07-20 Dewatering work for soft ground

Publications (2)

Publication Number Publication Date
JPS5813817A true JPS5813817A (en) 1983-01-26
JPH0445609B2 JPH0445609B2 (en) 1992-07-27

Family

ID=14584382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11234681A Granted JPS5813817A (en) 1981-07-20 1981-07-20 Dewatering work for soft ground

Country Status (1)

Country Link
JP (1) JPS5813817A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63175716U (en) * 1986-11-10 1988-11-15
US6602464B1 (en) * 2000-04-14 2003-08-05 Gary L. Rapp Method and apparatus for treating digestible and odiferous waste

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50150251A (en) * 1974-05-25 1975-12-02

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50150251A (en) * 1974-05-25 1975-12-02

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63175716U (en) * 1986-11-10 1988-11-15
US6602464B1 (en) * 2000-04-14 2003-08-05 Gary L. Rapp Method and apparatus for treating digestible and odiferous waste
US7335332B2 (en) 2000-04-14 2008-02-26 Rapp Gary L Method and apparatus for treating digestible and odiferous waste

Also Published As

Publication number Publication date
JPH0445609B2 (en) 1992-07-27

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