JP2888428B1 - Improvement of contaminated soil - Google Patents

Improvement of contaminated soil

Info

Publication number
JP2888428B1
JP2888428B1 JP2803398A JP2803398A JP2888428B1 JP 2888428 B1 JP2888428 B1 JP 2888428B1 JP 2803398 A JP2803398 A JP 2803398A JP 2803398 A JP2803398 A JP 2803398A JP 2888428 B1 JP2888428 B1 JP 2888428B1
Authority
JP
Japan
Prior art keywords
hole
contaminated soil
zeolite
harmful
underground continuous
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.)
Expired - Fee Related
Application number
JP2803398A
Other languages
Japanese (ja)
Other versions
JPH11222840A (en
Inventor
古川公規
川又弘
Original Assignee
有信株式会社
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 有信株式会社 filed Critical 有信株式会社
Priority to JP2803398A priority Critical patent/JP2888428B1/en
Application granted granted Critical
Publication of JP2888428B1 publication Critical patent/JP2888428B1/en
Publication of JPH11222840A publication Critical patent/JPH11222840A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

【要約】 【課題】 有害汚染土壌の有害汚水の浸出を防止し、有
害汚染土壌を無害化するための汚染土壌の改良工法。 【課題を解決するための手段】地中に矩形状の穴を掘削
し、穴の側壁に沿ってジオテキスタイル製の角柱状袋体
(1)にゼオライト(2)を充填させて形成した角柱杭
(3)を穴底中の所定の深さから地上まで互いに密接に
立設させて地中連壁(4)を形成し、地中連壁(4)に
より囲まれた穴底には所定の厚さでゼオライト(5)を
敷設させ、地中連壁(4)により囲まれた穴底のゼオラ
イト(5)上には有害汚染土壌を埋設させるものであ
る。
Abstract: PROBLEM TO BE SOLVED: To improve a contaminated soil in order to prevent leaching of harmful sewage of harmful polluted soil and detoxify the harmful polluted soil. A rectangular pillar is formed by excavating a rectangular hole in the ground and filling a zeolite (2) into a geotextile prism-shaped bag (1) along the side wall of the hole. 3) are erected closely from a predetermined depth in the hole bottom to the ground to form an underground continuous wall (4), and a predetermined thickness is formed on the hole bottom surrounded by the underground continuous wall (4). Then, a zeolite (5) is laid, and harmful contaminated soil is buried on the zeolite (5) at the bottom of the hole surrounded by the underground continuous wall (4).

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は化学物質等で汚染された
有害物質を含む汚染土壌の改良工法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for improving contaminated soil containing harmful substances contaminated with chemical substances and the like.

【0002】[0002]

【従来の技術】従来この種の化学物質等で汚染された汚
染土壌の改良工法は地中に矩形状の穴を掘削し、穴の側
壁に沿って鋼材杭又は抵抗杭を互いに密接に立設させて
地中連壁を形成し、地中連壁で囲まれた穴の凹部内に汚
染土壌を埋設するハード式連壁工法と、地中に矩形状の
穴を掘削し、穴の凹部に合成樹脂性のシートを敷設し、
シート上に汚染土壌を配置させるシート工法とがある。
2. Description of the Related Art Conventionally, a method of improving contaminated soil contaminated with a chemical substance of this kind is to excavate a rectangular hole in the ground, and erected a steel pile or a resistance pile closely along the side wall of the hole. A hard wall construction method that forms an underground wall and burys contaminated soil in the recess of the hole surrounded by the underground wall, excavates a rectangular hole in the ground, Laying a synthetic resin sheet,
There is a sheet construction method in which contaminated soil is arranged on a sheet.

【0003】[0003]

【発明が解決しようとする課題】上述した従来の汚染土
壌の改良工法はいずれの場合も汚染土壌の保管であり、
太陽熱での自然乾燥のみによる汚染土壌の改良が行われ
ているだけで、ハード式連壁工法においては地中連壁の
杭の継手部分から有害汚水が漏水する問題があり、水密
性保持に欠点があった。又シート工法においてもシート
の劣化及び破損等により有害汚水の漏洩が生じ、いずれ
の工法においても必ずしも万全ではなく、有害汚水が穴
の側壁や底壁から浸出し、その有害汚水による環境破壊
のために社会問題化している。
The above-mentioned conventional methods for improving contaminated soil all involve storage of contaminated soil.
The improvement of contaminated soil only by natural drying by solar heat is only performed.However, there is a problem that harmful sewage leaks from the joint part of the pile of the underground continuous wall in the hard wall construction method, which is a disadvantage in maintaining water tightness. was there. Also, in the sheet method, leakage of harmful sewage occurs due to deterioration and breakage of the sheet, etc.Either method is not always perfect, harmful sewage leaches from the side wall and bottom wall of the hole, and the harmful sewage causes environmental damage. Has become a social problem.

【0004】本発明の目的は有害汚染土壌の有害汚水の
浸出を防止し、有害汚染土壌を無害化する汚染土壌の改
良工法を提供することにある。
[0004] It is an object of the present invention to provide an improved method of contaminated soil that prevents leaching of harmful contaminated soil and makes the harmful contaminated soil harmless.

【0005】[0005]

【課題を解決するための手段】本発明による汚染土壌の
改良工法は地中に矩形状の穴を掘削し、穴の側壁に沿っ
てジオテキスタイル製の角柱状袋体にゼオライトを充填
させて形成した角柱杭を穴底中の所定の深さから地上ま
で互い密接に立設させて地中連壁を形成し、地中連壁で
囲まれた穴底には所定の厚さにゼオライトを敷設し、地
中連壁で囲まれた穴底のゼオライト上には有害汚染土壌
を埋設させたものである。
The method for improving contaminated soil according to the present invention is formed by excavating a rectangular hole in the ground and filling a zeolite in a geotextile prismatic bag along the side wall of the hole. Square pillars are erected closely from a predetermined depth in the hole bottom to the ground to form an underground continuous wall, and zeolite is laid to a predetermined thickness at the bottom of the hole surrounded by the underground continuous wall. Hazardous contaminated soil is buried on the zeolite at the bottom of the hole surrounded by underground walls.

【0006】[0006]

【実施例】次に本発明による汚染土壌の改良工法の施工
例を添付図面について詳細に説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG.

【0007】図1は本発明の汚染土壌の改良工法を実施
した土地の平面図であり、本工法は通水性、耐腐食性及
び強靱性を有するジオテキスタイル製の四角柱状袋体1
に吸着作用、イオン交換作用及び触媒作用を有するゼオ
ライト粉末2を充填させて四角柱杭3を多数形成し、掘
削機等で所定の地中に側壁が傾斜しているか又は垂直に
なっている矩形状の穴を掘削し、掘削して穴にはその側
壁に沿って四角柱杭3を互いに密着させて立設させ、穴
の敷地全体を囲む四辺の地中連壁4、4を施工し、地中
連壁4、4を形成する各四角柱杭3はその下端を穴底の
土圧から自立できる深さまで埋め込み、その上端を地上
まで突設させてある。図1乃至図3は穴の側壁を垂直に
した垂直杭壁工法を示し、図4は穴の側壁を傾斜させた
斜杭壁工法を示す。
FIG. 1 is a plan view of a land on which a method for improving contaminated soil according to the present invention has been implemented. This method employs a geotextile-made rectangular column-shaped bag 1 having water permeability, corrosion resistance and toughness.
Is filled with zeolite powder 2 having an adsorption action, an ion exchange action and a catalytic action to form a large number of square pillar piles 3, and the side walls are inclined or vertical in a predetermined ground by an excavator or the like. Excavating a hole in the shape, excavating the hole, making the square pillar piles 3 adhere to each other along the side wall of the hole, and erection, and constructing four-sided underground connecting walls 4, 4 surrounding the entire site of the hole, Each of the quadrangular pillar piles 3 forming the underground connecting walls 4 and 4 has its lower end buried to a depth at which it can stand on its own from the earth pressure at the bottom of the hole, and its upper end protrudes to the ground. 1 to 3 show a vertical pile wall method in which the side wall of the hole is vertical, and FIG. 4 shows a slant pile wall method in which the side wall of the hole is inclined.

【0008】地中連壁4、4で包囲した穴底には所定の
厚さまでゼオライト粉末5を敷設し、穴底のゼオライト
粉末5の厚さは当該穴の敷地内の面積と汚染状況によっ
て決定する。穴底のゼオライト粉末5と穴の側壁に施工
された地中連壁4、4とにより形成された穴の凹部には
有害物質を有する汚染土壌を埋設させるものである。
[0008] Zeolite powder 5 is laid to a predetermined thickness at the bottom of the hole surrounded by the underground connecting walls 4 and 4, and the thickness of the zeolite powder 5 at the bottom of the hole is determined by the area of the hole in the site and the pollution status. I do. Contaminated soil containing harmful substances is buried in the concave portion of the hole formed by the zeolite powder 5 at the bottom of the hole and the underground connecting walls 4 and 4 installed on the side wall of the hole.

【0009】更に本発明の工法は病院や印刷工場等の跡
地のような化学物質で汚染されている有害物質を含む土
壌を有する土地に施工させることもでき、本工法によっ
て施工された地中連壁とゼオライトの穴底とに囲まれた
穴の凹部内には無害土壌を埋設させることもできる。
Further, the method of the present invention can be applied to land having soil containing toxic substances contaminated with chemical substances, such as a former site of a hospital or a printing plant. Harmless soil can be buried in the recess of the hole surrounded by the wall and the bottom of the zeolite hole.

【0010】本発明の工法により、有害汚染土壌と無害
土壌との間にはゼオライトを介在させ、ゼオライトのイ
オン交換作用、吸着作用及び触媒作用により有害汚染土
壌を無害化させるものである。
According to the method of the present invention, zeolite is interposed between harmful contaminated soil and harmless soil, and the harmful contaminated soil is made harmless by ion exchange, adsorption and catalysis of the zeolite.

【0011】[0011]

【発明の効果】本発明は上述した構成であるから、ゼオ
ライト詰めジオテキスタイル製の角柱杭から成る地中連
壁は地下水が浸透しても腐食することがなく半永久的に
造成でき、汚染土壌中の有害汚染物質により発生する汚
水等を吸収し、地中連壁外又は地水連壁内の無害水等と
イオン交換することにより有害汚染土壌を無害化でき、
環境改善に役立ち、有害汚水の遮断対策を施した新設の
廃棄物処理場として利用できると共に利用不可能なまま
放置されている有害汚染土壌の敷地を再生させて有効活
用することができる。
According to the present invention having the above-described structure, the underground continuous wall composed of a prismatic pillar made of zeolite-filled geotextile can be semi-permanently formed without corrosion even if groundwater penetrates, and the contaminated soil can be formed. By absorbing sewage generated by harmful pollutants and ion-exchanging with harmless water outside the underground wall or inside the groundwater wall, harmful polluted soil can be detoxified,
It can be used as a newly constructed waste treatment plant that has been used to improve the environment and take measures to block harmful sewage, and can be used to reclaim toxic contaminated soil that has been left unusable.

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

【図1】本発明による汚染土壌の改良工法の第1施工例
の平面図である。
FIG. 1 is a plan view of a first construction example of a method for improving contaminated soil according to the present invention.

【図2】図1のA−A線に沿う横断面図である。FIG. 2 is a cross-sectional view taken along line AA of FIG.

【図3】図1の隅部を拡大して断面で示した平面図であ
る。
FIG. 3 is an enlarged plan view showing a cross section of a corner of FIG. 1;

【図4】本発明による汚染土壌の改良工法の第2施工例
の断面図である。
FIG. 4 is a sectional view of a second construction example of the method for improving contaminated soil according to the present invention.

【符号の説明】[Explanation of symbols]

1 四角柱状袋体 2 ゼオライト粉末 3 四角柱杭 4 地中連壁 5 穴底のゼオライト粉末 DESCRIPTION OF SYMBOLS 1 Square pillar-shaped bag 2 Zeolite powder 3 Square pillar pile 4 Underground continuous wall 5 Zeolite powder at bottom of hole

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 3/00 B09B 1/00 B09C 1/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 6 , DB name) E02D 3/00 B09B 1/00 B09C 1/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地中に矩形状の穴を掘削し、穴の側壁に
沿ってジオテキスタイル製の角柱状袋体にゼオライトを
充填させて形成した角柱杭を穴底中の所定の深さから地
上まで互いに密接に立設させて地中連壁を形成し、地中
連壁により囲まれた穴底には所定の厚さでゼオライトを
敷設し、地中連壁により囲まれた穴底のゼオライト上に
有害汚染土壌を埋設させたことを特徴とする汚染土壌の
改良工法。
1. A rectangular pillar formed by excavating a rectangular hole in the ground and filling a zeolite into a geotextile-shaped prismatic bag along the side wall of the hole from a predetermined depth in the bottom of the hole. Up to each other to form an underground continuous wall, lay zeolite with a predetermined thickness on the bottom of the hole surrounded by the underground continuous wall, and place the zeolite at the bottom of the hole surrounded by the underground continuous wall A method for improving contaminated soil, characterized by burying toxic contaminated soil on top.
JP2803398A 1998-02-10 1998-02-10 Improvement of contaminated soil Expired - Fee Related JP2888428B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2803398A JP2888428B1 (en) 1998-02-10 1998-02-10 Improvement of contaminated soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2803398A JP2888428B1 (en) 1998-02-10 1998-02-10 Improvement of contaminated soil

Publications (2)

Publication Number Publication Date
JP2888428B1 true JP2888428B1 (en) 1999-05-10
JPH11222840A JPH11222840A (en) 1999-08-17

Family

ID=12237440

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2803398A Expired - Fee Related JP2888428B1 (en) 1998-02-10 1998-02-10 Improvement of contaminated soil

Country Status (1)

Country Link
JP (1) JP2888428B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115094956A (en) * 2022-07-26 2022-09-23 江苏交水建智能装备研究院有限公司 Device and method for in-situ isolation treatment of local area polluted soil

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100397235B1 (en) * 2000-11-16 2003-09-19 한라산업개발 주식회사 A remediation method of contaminated materials by using organoclay as reactive material
KR100397234B1 (en) * 2000-11-16 2003-09-19 한라산업개발 주식회사 A remediation method of contaminated materials by using pyrite, zero-valent iron and graphite as reactive material for the reactive wall
KR100380548B1 (en) * 2000-11-16 2003-04-26 한라산업개발 주식회사 Remediation method of contaminated materials by using zeolite anchored nanoscale iron containing reactive wall
KR20010044784A (en) * 2001-03-24 2001-06-05 김헌출 In-situ remediation method of contaminated groundwater using zeolite containing mixed soil as reactive material
JP4518503B2 (en) * 2006-08-30 2010-08-04 ケミカルグラウト株式会社 Contaminated soil purification method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115094956A (en) * 2022-07-26 2022-09-23 江苏交水建智能装备研究院有限公司 Device and method for in-situ isolation treatment of local area polluted soil

Also Published As

Publication number Publication date
JPH11222840A (en) 1999-08-17

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