JP2004132030A - Soil improving method - Google Patents

Soil improving method Download PDF

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Publication number
JP2004132030A
JP2004132030A JP2002296833A JP2002296833A JP2004132030A JP 2004132030 A JP2004132030 A JP 2004132030A JP 2002296833 A JP2002296833 A JP 2002296833A JP 2002296833 A JP2002296833 A JP 2002296833A JP 2004132030 A JP2004132030 A JP 2004132030A
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Prior art keywords
soil
self
improved
propelled
improving
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JP2002296833A
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JP4145115B2 (en
Inventor
Yasuharu Yamamoto
山本 康晴
Takashi Azumi
阿住 孝志
Hiromitsu Oida
及田 弘光
Michio Matsubara
松原 教夫
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MATSUBARA KENSETSU KK
Hitachi Construction Machinery Co Ltd
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MATSUBARA KENSETSU KK
Hitachi Construction Machinery Co Ltd
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  • Processing Of Solid Wastes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a soil improving method capable of preventing the moisture content of improved sediment from being excessively lowered even if cement and quick lime are added to rather dry sediment, providing high quality improved sediment, and manufacturing soil concrete and improving contaminated soil in a soil improving field. <P>SOLUTION: Sediment, an improver, and water or a soil improving solution are led from a hopper 10, a container 11, and a water adding device 40 installed in a self-running soil improving machine 1 into a mixing device 15, respectively, and mixed with each other. The improved sediment mixed with the improver falling from the mixing device 15 is conveyed to the outside of a vehicle body 9 by a conveyor 16. The soil cement is manufactured by using cement as the improver. By using the soil improving solution in place of water, the contaminated soil is improved. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、軟弱な地盤を改良して地盤強化を行うためのみならず、ソイルコンクリート製造や汚染土壌改良等にも用いることができる土質改良方法に関する。
【0002】
【従来の技術】
道路工事や基礎工事あるいはガス管や上下水道管の埋設工事においては、土質が軟弱であるため、セメントや石灰等の改良材を加えて土質を適度な粒度、含水率、硬さにして埋め戻す必要がある場合がある。
【0003】
このような土質改良を行う土質改良機には、据え付け式(定置式)の土質改良機と自走式のものとがある。据え付け式の土質改良機は、現場で掘削された改良すべき土砂を土質改良機が設置された場所まで輸送し、その土質改良機のある場所まで輸送されてきた土砂に改良材を混合し、その改良土砂を再度現場まで輸送して埋め戻す必要がある。
【0004】
一方、自走式土質改良機は、現場に搬入可能であることから、このような輸送に要する手間、時間、経費を省略することができる。このような自走式土質改良機として例えば特許文献1に記載のものがある。この従来の自走式土質改良機は、車体の前方に改良すべき土砂を投入するホッパを設置し、中央部に改良材を蓄えておく容器を搭載し、その下方に土砂と容器からの改良材とを混合する混合装置を設置し、混合装置より落下した改良土砂をコンベアにより車体の後方に搬出して集積させる構成を有している。
【0005】
【特許文献1】
特開2002−167799号公報。
【0006】
【発明が解決しようとする課題】
上述のような従来の土質改良においては、現場から離れた含水率測定装置のある場所まで現場の土壌を搬送して含水率を測定し、その後、現場においてその測定値を参考にして、土壌に対する改良材の添加量を制御して土質改良を行っている。
【0007】
しかし、夏季の高温時や冬季の低湿時等の乾燥しやすい条件下において、含水率測定時から現場での土質改良作業時までにかなりの時間が経過すると、土壌が極度に乾燥し、乾燥したものにさらに土質改良のためにセメントや生石灰を加えることになるため、含水率が過度に少なくなる場合がある。
【0008】
これは以下の理由による。すなわち、改良材として例えば生石灰を用いた場合、下記の反応によって土の性質が改良されることによる。
(水和反応):土中の水分と生石灰が反応して消石灰が生成し、含水率が低下する。
(凝集反応):カルシウムイオンと土粒子表面の陽イオンの交換によって土粒子が凝集する。
(ポソラン反応):土中のシリカやアルミナが、石灰のカルシウムイオンと反応して硬化する。
(炭酸化反応):消石灰が土中の炭酸や二酸化炭素と反応して固化を続ける。
【0009】
上記反応のうち、土壌が乾燥すると、前記水和反応によりさらに含水率が低くなり、その後の改良材(固化材)の反応が悪くなったり、水分不足により最適含水率から大きく外れてしまい、適当な粒度が得られず、転圧時に上手に絞め固めできない等の不具合を生じる。改良材としてセメントを加える場合も、土壌の乾燥しすぎにより、水和反応の進行が悪くなり、良質の改良土砂が得られなくなる。
【0010】
本発明は、上記問題点に鑑み、土壌を改良する現場において、セメントや生石灰等を比較的乾燥した土砂に加えても改良土砂の含水率が過度に低くなることがなく、高品質の改良土砂が得られる土質改良方法を提供することを目的とする。
【0011】
また、本発明は、土壌を改良する現場において、ソイルコンクリートの製造や汚染土壌の改良が可能となる土質改良方法を提供することを目的とする。
【0012】
【課題を解決するための手段】
(1)本発明の土質改良方法は、自走式土質改良機の前部に設けたホッパに改良すべき土砂を投入し、
該ホッパから供給される土砂と、自走式土質改良機に搭載した容器から供給される改良材と、自走式土質改良機に搭載した加水装置から供給される水とを、自走式土質改良機に設置した混合装置により混合し、
改良材が混合された改良土砂をコンベアにより自走式土質改良機の車外に搬送するものである。
【0013】
このように、自走式土質改良機に加水装置を設けて改良材のみならず水を加えることにすれば、吸水率が高い土質であったり含水率が低い場合にはセメントや生石灰等の改良材以外に水を加えることにより、改良土砂の含水率が過度に低くなる等の不具合を解消できる。すなわち、水を加えることにより、水和反応の進行を促進して土質改良が良好に行われる上、含水率や粒度を好適に保つことができ、転圧も良好に行われる。
【0014】
また、このような含水率の制御は、現場において含水率を測定してその測定値にそって改良材や加水量を制御することにより、好適に行われる。
【0015】
(2)また、本発明の土質改良方法は、前記容器に改良材としてセメントを収容しておき、
前記混合装置において、該ホッパから供給される土砂と、前記容器から供給されるセメントと、前記加水装置から供給される水とを混合して改良土砂の代わりにソイルセメントを製造するものである。
【0016】
すなわち、ソイルコンクリートの材料となる土砂に対して、容器から供給されるセメントの混合量や、加水装置からの加水量が、ソイルコンクリートの製造に相当する割合、すなわち比較的セメントや水が多く加えられるように設定できるように構成することにより、単に土質改良のみならず、ソイルコンクリートの製造が可能となる。
【0017】
(3)また、本発明の土質改良方法は、前記加水装置より前記水の代わりに汚染物質解消用またはPH調整用等の土質改良用溶液を前記混合装置に供給して、前記ホッパから供給される土砂と、前記容器から供給される改良材と混合し改良土砂を造るものである。
【0018】
すなわち、例えば酸性土壌を改良するためにアルカリ性の水溶液を加水装置から加えたり、薬剤の流出により汚染された土壌にこれを解消する溶液を加えることにより、汚染土壌の改良が行え、用途が拡大される。
【0019】
(4)本発明の土質改良方法において、好ましくは、前記コンベアにより前記改良土砂を自走式土質改良機の前方に落下させる。
【0020】
このように、改良土砂を自走式土質改良機の前方に搬出すれば、排出された改良土砂を掘削された箇所に埋め戻しつつ、自走式土質改良機の走行体により踏みしめながら土質改良を行うことができる。従って、自走式土質改良機の後方に搬出、集積させた改良土砂を搬送し埋め戻す作業が不要となり、このため、広い場所を確保する必要がなくなり、狭隘な場所でも容易に作業が行える。また、能率よくかつ1台の自走式土質改良機で土質改良と埋め戻し作業を行うことができ、作業機の台数を少なくすることができる。また、土質の改良は混合装置により行われるので、改良材の混合が均一に行われ、高品質の改良土砂が得られる上、改良材が飛散して近隣に迷惑をかけるという問題も生じない。
【0021】
(5)本発明の土質改良方法において、好ましくは、自走式土質改良機の前部に設けた旋回式コンベアを旋回させながら、前記自走式土質改良機の前方に搬送された改良土砂を、自走式土質改良機の幅方向に拡散して地面に落下させる。
【0022】
このように、自走式土質改良機に設けた旋回式コンベアを旋回させながら改良土砂を地面に落下させることにより、改良土砂を自走式土質改良機の幅方向に広く拡散して落下させることができる。このため、例えば道路掘削に伴って土質改良を同時に行い、かつ埋め戻しを行う場合、自走式土質改良機で改良された改良土砂を掘削したところにまんべんなく埋め戻すことができる。また、自走式土質改良機は改良土砂による埋め戻し土の均しのために使用する必要がないため、自走式土質改良機の土砂改良作業の稼働率が上がり、能率が向上する。
【0023】
(6)本発明の土質改良方法において、好ましくは、地面に落下した改良土砂を自走式土質改良機の前部に設けたブレードにより均す。
【0024】
このように、ブレードにより改良土砂が落下した地面を均せば、自走式土質改良機の走行により、改良土壌を容易かつ平坦に均すことができる。
【0025】
【発明の実施の形態】
図1は本発明の土質改良方法を実施する自走式土質改良システムの一実施の形態を作業状態で示す側面図である。このシステムは、自走式土質改良機1と、掘削積み込み機としての油圧ショベル2とさらに後述(図5)に示すタンクローリ41とからなる。油圧ショベル2は、クローラ式走行体3上に旋回装置4を介して旋回体5を設置し、旋回体5に多関節フロント6を取付け、その先端にバケット7を取付けたものである。
【0026】
一方自走式土質改良機1は、図2の側面図、図3の平面図、図4(A)の正面図に示すように、クローラ8aを有するクローラ式走行体8上に車体9を設置し、車体9の前部に土砂を投入するホッパ10を搭載する。また、ホッパ10より後方(本例では車体9の中央部)には、セメントや石灰等の改良材を蓄えておく容器11を搭載する。車体9の後部には油圧パワーユニット12を搭載する。
【0027】
車体9における容器11の下方には定量供給装置13および加水装置40が設けられる。また、容器11の下方には、定量供給装置13により供給される改良材と、ホッパ10の下方に設置されたコンベア14により供給される土砂と、加水装置40からの水または土質改良用溶液とを、一端の導入口15dから投入して混合する混合装置15を設置する。前記定量供給装置13は、回転軸に例えば4枚の羽根を取付け、上面に位置する羽根の間に定量の改良材を収容してこれを回転させることにより、羽根が下面に向いた時にその羽根間の改良材を下方に落下させるもので、改良すべき土砂の軟弱度合等応じてその回転数を制御することにより、好適な硬さ、含水率、粒度の改良土砂が得られるようにしている。
【0028】
前記混合装置15は、図4(B)に示すように、偶数本の回転軸15aを併設し、各回転軸15aにパドル15bを取付けたものであり、対をなす回転軸15a、15aを土砂が両者間に挟まる方向に回転させることにより、土砂と改良材とを混合し、排出口15c(図2参照)から排出するものである。
【0029】
16は混合装置15から排出される改良土砂を自走式土質改良機1の前方に搬出するためのコンベアである。該コンベア16は、走行体1の左右のクローラ8a、8a間に設置され、その後端は前記混合装置15の改良土砂の排出口15cの下に位置し、前端は自走式土質改良機1の前方に位置する。
【0030】
17は車体9上における容器11の周囲に設けられた通路であり、油圧ショベル2のオペレータが目視できないホッパ10の土砂充填状態や容器11内の改良材の充填状態を監視するために作業員が上るものである。
【0031】
図5は本発明の土質改良方法を実施するシステムの混合制御系を示すブロック図である。図5において、加水装置40は、前記タンクローリ41からホース42を介して給水されて混合装置15に供給する電動モータ43駆動のポンプ44と、加水流量を検出する流量検出器45とからなる。前記本例の電動モータ43は、前記油圧パワーユニット12に備えた3相交流発電機46の電力がインバータ47により制御されて供給される3相交流モータでなる。
【0032】
前記土砂供給用コンベア14には土砂の供給量を検出するための速度検出器49とコンベア14上の土砂高さを検出する土砂高さ検出器50とが設けられる。
【0033】
これらの検出器49、50および前記流量検出器45による検出信号はコントローラ51に送られ、コントローラ51はこれらの検出信号から、コンベア14の駆動モータ52、定量供給装置13のモータ、インバータ47を制御してそれぞれ土砂供給量、改良材供給量、加水量を制御できるように構成されている。コントローラ51には前記各混合物の供給量等を記録する記録装置53が設けられる。
【0034】
本発明の土質改良方法を実施する際には、図1に示すように、自走式土質改良機1に先行して油圧ショベル2を位置させ、油圧ショベル2の走行、旋回装置4の作動による旋回体5の旋回、多関節フロント6の関節部の作動によって、改良すべき土壌のバケット7による掘削、ホッパ10への積み込みを行いつつ、自走式土質改良機1による土質改良を行う。
【0035】
自走式土質改良機1においては、ホッパ10に投入された土砂を、コンベア14の作動により所定時間当たり定量ずつ混合装置15に供給し、かつ、容器11に蓄えられた改良材を定量供給装置13に供給すると共に、現場における土砂の材質、含水率が低くて加水の必要がある場合には、加水装置40により、混合装置15に水を供給して混合する。この場合、コンベア14の速度検出器49、土砂高さ検出器50および前記流量検出器45による検出信号はコントローラ51に送られ、コントローラ51はこれらの検出信号から、コンベア14の駆動モータ52、定量供給装置13のモータ、インバータ47を制御してそれぞれ土砂供給量、改良材供給量、加水量を制御することにより、改良土砂の含水率が目標値になるようにする。処理土量に対する加水量の制御は、下記の(1)式によって行う。
【0036】
W=(M*1.6*K/100)*1000……(1)
ただしW:加水水量(L/hr)、M:処理土量(m/hr)、K:加水率(%)であり、この加水率は処理土量に対する重量%とする。また、(1)式の1.6はルーズ状態(掘削してほぐした状態)での土の比重である。
【0037】
図1に示すように、混合装置15において改良材が混合された改良土砂18は、コンベア16により自走式土質改良機1の前方より地面に搬出され埋め戻される。地面に落下した改良土砂19は、自走式土質改良機1をクローラ8aがその埋め戻された土砂上を走行するようにジグザグに走行させる等により、均すことができる。このような均しのための走行は、混合装置15による混合をしながらでも、一旦中止した状態で行ってもよい。また、自走式土質改良機1の前方に位置する油圧ショベル2で、土壌の掘削の合間にバケット7による均しを行うこともできる。
【0038】
このように、自走式土質改良機1に加水装置40を設けて改良材のみならず水を加えることにより、吸水率が高い土質であったり、含水率が低い乾燥土壌の場合には、セメントや生石灰等の改良材以外に水を加えることにより、改良土砂の含水率が過度に低くなることを防止でき、水和反応を促進し、適当な含水率と粒度を持ち、転圧により絞め固め可能な品質の良い改良土砂を得ることができる。特に、現場において含水率を測定してその測定値に従って改良材や加水量を制御することにより、土質改良が好適に行われる。
【0039】
また、容器11に収容する改良材としてセメントを用い、そのコンベア14からの土砂に対する相対的な混合量を調整し、これに加水装置40からの加水量を調整してソイルコンクリートを現地で製造する機能を持たせることができる。これにより、ラップルコンクリート(基礎杭の代わりに建物の基礎となるコンクリート)の代用としての施工が可能となる。
【0040】
このように現地でソイルコンクリート製造することにより、掘削土の処分、運搬がなく、コスト削減を図ることができ、また、混合装置15として2軸パドルミキサーの混合度の良さとの組み合わせにより、改良材(固化材)の添加量の削減も図れる。すなわち、基礎工事において、従来のように、現場で油圧ショベルを使用し、現場で土砂に水とセメントを混合する工法の場合、均一な混合が困難であり、必要な強度のコンクリートを得るにはセメントの量を多くする必要があるが、本発明による場合には、均一な混合が可能となることにより、セメント量の削減、ソイルコンクリートの高品質化、作業の能率向上が図れる。
【0041】
また、構成機器を耐薬品性、耐酸性、耐アルカリ性素材によって構成することにより、汚染土壌の改良機能を持たせ、例えば酸性土壌を改良するためにアルカリ性の水溶液を加水装置40から加えたり、薬剤の流出により汚染された土壌にこれを改良する水溶液を加えることにより、汚染土壌の改良が行え、用途が拡大される。
【0042】
また、本実施の形態においては、コンベア16は改良土砂を前方に排出するので、地面に排出された改良土砂は、走行により均しながら連続的に能率良く行える。すなわち改良土砂を後方に搬出する場合のように改良土砂を後方に集積させることがないため、集積のための場所は不要になる。また、その集積した土砂を再度埋め戻す必要がなく、効率よく作業が行える。また埋め戻すための作業機も不要となり、少数の作業機で作業を行うことができる。また、混合装置15により土砂に改良材を混合するので、地面に改良材を散布する必要がなく、近隣に改良材を飛散させる迷惑も発生させることなく、かつ改良材が均一に混合され、高品質の改良土砂を供給することができる。
【0043】
図6は本発明の土質改良方法を実施する自走式土質改良システムの他の実施の形態であり、図7、図8はこのシステムに用いる自走式土質改良機1Aの側面図、正面図である。この自走式土質改良機1Aは、走行体1のフレームまたは図示のように車体9の前部に、地面を均すためのブレード20を、油圧シリンダ21等のような上下位置調整装置により位置調整自在に取付けたものである。また、該ブレード20は、前記改良土砂搬出用コンベア16の前端、すなわち排出端より後方となるように(コンベア16の前端,すなわち排出端がブレード20の前方に位置するように)構成している。
【0044】
このようなブレード20を設ければ、自走式土質改良機1Aを走行させてブレード20によって均すことにより、改良土壌を容易かつ平坦に均すことができる。また、コンベア16の前端の位置を、ブレード20の位置より前方とすることにより、改良土砂を自走式土質改良機1Aの前方より地面に落下させ、自走式土質改良機1Aを前進させつつ、ブレード20により地面を均すことができる。
【0045】
このため、油圧ショベル2により土壌を溝状に掘削して行き、その後を自走式土質改良機1で追い、改良土砂をコンベア16から地面に埋め戻し、さらにブレード20で均すことにより、前記実施の形態よりもさらに能率よく、平坦化された改良土壌を連続作業で得ることができる。
【0046】
図9は本発明の土質改良方法を実施する自走式土質改良システムの他の実施の形態であり、図10、図11はそれぞれこのシステムに用いる自走式土質改良機1Bの部分側面図、部分平面図である。
【0047】
本実施の形態においては、自走式土質改良機1Bにおいて、車体9の前部に、前記コンベア16から排出される改良土砂を自走式土質改良機の幅方向に拡散させて地面に落下させる旋回式コンベア23を設ける。
【0048】
すなわち、旋回式コンベア23は、車体9の前方の下部に設けた枢着軸24を中心に旋回自在に、かつコンベア23の後端が前記コンベア16の前端の下方に位置してコンベア16の前端から落下する改良土砂を旋回式コンベア23で受けてさらに前方に拡散して落下させるように取付けられる。本実施の形態においては、該コンベア23の傾斜角度の調整を可能にするため、前記枢着軸24に水平旋回アーム25を取付け、該水平旋回アーム25と旋回式コンベア23のフレームに設けたブラケット26とをピン27により上下方向に揺動可能に連結している。
【0049】
29は前記車体9における枢着軸24の上方に、該枢着軸24の軸心と旋回中心が同心になるように設置された旋回装置である。該旋回装置29は、旋回モータ30によって旋回輪31を旋回させるもので、旋回輪31にアーム32を固定して設けている。そして該アーム32と、前記旋回式コンベア23のフレームの前記ブラケット26より前方に設けたブラケット33とを、ワイヤまたはリンク34とコンベアの傾斜角度調整用の例えばターンバックル等の長さ調整具35により接続している。
【0050】
この旋回式コンベア23は、前記旋回モータ30を作動させることにより、図11に示すように、コンベア23を前向きにした姿勢から左右それぞれ例えば45度ずつ揺動させた姿勢をとることができ、これにより、前記コンベア16から排出される改良土砂を自走式土質改良機1Bの幅方向に自走式土質改良機1Bの幅より広い範囲にわたって排土することができる。
【0051】
図12は図9で示したシステムを用いて例えば道路の掘削と同時に土質改良並びに埋め戻しを行っている作業状態を示す平面図である。このシステムにおいて、前記油圧ショベル2により道路36における所定の掘削幅(例えば1車線分の幅)Wについて掘削を行うと同時に、自走式土質改良機1Bにより土質改良を行い、改良土砂を自走式土質改良機1Bの前方より落下させて埋め戻す場合、前記旋回式コンベア23を左右に振って改良土砂を落下させることにより、掘削幅W全体にわたって改良土砂をまんべん無くほぼ均一な厚みに埋め戻すことができる。
【0052】
また、このため、自走式土質改良機1Bによる走行あるいは人手による均し、もしくはブレード20による均し作業を必ずしも要することなく、もしくはその均し作業の作業量を著しく減少させることができる。このため、自走式土質改良機1Bは土質改良に専用することができ、自走式土質改良機1Bの土質改良作業のための稼働率が上がり、土質改良作業ないし全体の作業の能率が向上する。
【0053】
図13は本発明による土質改良方法を実施する自走式土質改良機1cの他の実施の形態であり、改良土砂を排出するコンベア16Aを後向きに設置したものである。このような構成にすれば、前記実施の形態におけるコンベア16のように前向きに設置した前記各実施の形態の利益は得られないものの、加水装置40を設けた利益は得られる。
【0054】
【発明の効果】
本発明によれば、自走式土質改良機に加水装置を設け、土壌を改良する現場において、土砂や改良材に水を加えるため、セメントや生石灰等を比較的乾燥した土砂に加えても改良土砂の含水率が過度に低くなることがなく、粒度、含水率が好適な範囲に収まり、埋め戻しに好適な高品質の改良土砂が得られる。
【0055】
また、本発明は、改良材にセメントを用い、これに土砂と水とを加えるか、あるいは水の代わりに土質改良用溶液を用いることにより、ソイルセメントの製造や汚染土壌の改良が可能となる。
【図面の簡単な説明】
【図1】本発明による土質改良方法を実施する自走式土質改良システムの一実施の形態を示す側面図である。
【図2】図1の自走式土質改良機の拡大側面図である。
【図3】図1の自走式土質改良機の拡大平面図である。
【図4】(A)は図2の正面図、(B)はその自走式土質改良機に用いる混合装置の断面図である。
【図5】本発明の土質改良方法を実施する土質改良システムの混合制御系を示すブロック図である。
【図6】本発明による土質改良方法を実施する土質改良システムの他の実施の形態を示す側面図である。
【図7】図6の自走式土質改良機の拡大側面図である。
【図8】図6の正面図である。
【図9】本発明による土質改良方法を実施する土質改良システムの他の実施の形態を示す側面図である。
【図10】図9の自走式土質改良機の部分拡大側面図である。
【図11】図10の部分拡大平面図である。
【図12】図9のシステムによる作業形態を説明する平面図である。
【図13】本発明による土質改良方法を実施する自走式土質改良機の他の実施の形態を示す側面図である。
【符号の説明】
1、1A:自走式土質改良機、2:油圧ショベル、3:走行体、4:旋回装置、5:旋回体、6:多関節フロント、7:バケット、8:クローラ式走行体、8a:クローラ、9:車体、10:ホッパ、11:容器、12:油圧パワーユニット、13:定量供給装置、14:コンベア、15:混合装置、16:コンベア、17:通路、18、19:改良土砂、20:ブレード、21:油圧シリンダ、23:旋回式コンベア、24:枢着軸、25:水平旋回アーム、26:ブラケット、27:ピン、29:旋回装置、30:旋回モータ、31:旋回輪、32:アーム、33:ブラケット、34:ワイヤまたはリンク、35:長さ調整具、36:道路、40:加水装置、41:タンクローリ、42:ホース、43:電動モータ、44:ポンプ、45:流量検出器、46:3相交流発電機、47:インバータ、49:速度検出器、50:土砂高さ検出器、51:コントローラ、52:駆動モータ、53:記録装置
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a soil improvement method that can be used not only for improving soft ground to strengthen the ground, but also for producing soil concrete, improving contaminated soil, and the like.
[0002]
[Prior art]
In road construction, foundation construction, or burial construction of gas pipes and water and sewage pipes, the soil is soft, so improve it with cement, lime, etc., and backfill the soil with an appropriate grain size, moisture content, and hardness. You may need to.
[0003]
There are two types of soil improvement machines that perform such soil improvement: stationary (stationary) soil improvement machines and self-propelled machines. The stationary soil improvement machine transports the soil to be improved excavated at the site to the place where the soil improvement machine is installed, mixes the soil with the soil that has been transported to the place where the soil improvement machine is located, mixes the improvement material, The improved earth and sand must be transported to the site again and backfilled.
[0004]
On the other hand, since the self-propelled soil improvement machine can be carried into the site, the labor, time, and cost required for such transportation can be omitted. As such a self-propelled soil improvement machine, there is one described in Patent Document 1, for example. This conventional self-propelled soil improvement machine is equipped with a hopper in front of the car body for charging the earth and sand to be improved, a container for storing the improvement material in the center, and an improvement of the soil and the container below. A mixing device for mixing the materials is installed, and the improved earth and sand dropped from the mixing device is carried out to the rear of the vehicle body by a conveyor to be accumulated.
[0005]
[Patent Document 1]
JP-A-2002-167799.
[0006]
[Problems to be solved by the invention]
In the conventional soil improvement as described above, the soil at the site is transported to a place where the moisture content measuring device is distant from the site, and the moisture content is measured. The soil quality is being improved by controlling the amount of additive added.
[0007]
However, under a condition of easy drying such as high temperature in summer or low humidity in winter, when a considerable time elapses from the time of moisture content measurement to the time of soil improvement work at the site, the soil becomes extremely dry and dry. Cement or quicklime is added to the soil to further improve the soil quality, so that the water content may be excessively low.
[0008]
This is for the following reason. That is, when, for example, quicklime is used as the improving material, the properties of the soil are improved by the following reaction.
(Hydration reaction): Moisture in soil reacts with quicklime to produce slaked lime, and the water content decreases.
(Aggregation reaction): Soil particles aggregate due to exchange of calcium ions and cations on the soil particle surface.
(Posolan reaction): Silica and alumina in the soil react with calcium ions of lime and harden.
(Carbonation reaction): Slaked lime reacts with carbon dioxide and carbon dioxide in the soil to keep solidifying.
[0009]
Of the above reactions, when the soil dries, the hydration reaction further lowers the water content, and the subsequent reaction of the improving material (solidifying material) deteriorates, or the water content deviates significantly from the optimum water content due to insufficient water. Such a particle size cannot be obtained, resulting in problems such as inability to squeeze and harden at the time of compaction. Even when cement is added as an improving material, the progress of the hydration reaction is deteriorated due to excessive drying of the soil, and high-quality improved earth and sand cannot be obtained.
[0010]
The present invention has been made in view of the above problems, and in a site where soil is improved, the moisture content of the improved sediment does not become excessively low even when cement or quick lime is added to the relatively dry soil, resulting in high quality improved sediment. It is an object of the present invention to provide a soil improvement method capable of obtaining the following.
[0011]
It is another object of the present invention to provide a soil improvement method that enables production of soil concrete and improvement of contaminated soil at a site where soil is improved.
[0012]
[Means for Solving the Problems]
(1) In the soil improvement method of the present invention, the soil to be improved is put into a hopper provided at the front of a self-propelled soil improvement machine,
The earth and sand supplied from the hopper, the improving material supplied from a container mounted on the self-propelled soil conditioner, and the water supplied from the water supply device mounted on the self-propelled soil conditioner, Mix by the mixing device installed in the improved machine,
The improved soil mixed with the improved material is transported by a conveyor to the outside of the self-propelled soil improvement machine.
[0013]
In this way, if a self-propelled soil improvement machine is provided with a water adding device and water is added in addition to the improving material, if the soil has a high water absorption or the water content is low, the improvement of cement, quick lime, etc. By adding water in addition to the material, problems such as an excessively low water content of the improved earth and sand can be solved. That is, by adding water, the progress of the hydration reaction is promoted to improve the soil quality satisfactorily, the water content and the particle size can be suitably maintained, and the rolling pressure is also satisfactorily performed.
[0014]
In addition, such control of the water content is suitably performed by measuring the water content on site and controlling the improving material and the amount of water in accordance with the measured value.
[0015]
(2) Further, in the soil improvement method of the present invention, cement is stored in the container as an improving material,
In the mixing device, the soil supplied from the hopper, the cement supplied from the container, and the water supplied from the water adding device are mixed to produce soil cement instead of the improved soil.
[0016]
That is, the mixing amount of cement supplied from the container and the amount of water added from the water adding device to the soil and sand used as the material of the soil concrete correspond to the ratio corresponding to the production of the soil concrete, that is, a relatively large amount of cement or water is added. By being configured so that it can be set, soil concrete can be manufactured as well as simply improving soil properties.
[0017]
(3) Further, in the soil improvement method of the present invention, a soil improvement solution such as a contaminant eliminating or PH adjustment is supplied to the mixing device instead of the water from the water supply device, and the solution is supplied from the hopper. And an improved material supplied from the container to produce an improved earth and sand.
[0018]
That is, for example, by adding an alkaline aqueous solution from a water adding device to improve acidic soil, or by adding a solution that eliminates this to soil contaminated by the outflow of chemicals, it is possible to improve contaminated soil and expand its applications. You.
[0019]
(4) In the soil improvement method of the present invention, preferably, the improved soil is dropped forward of a self-propelled soil improvement machine by the conveyor.
[0020]
In this way, if the improved soil is carried out in front of the self-propelled soil improvement machine, the soil improvement is performed while the discharged improved soil is buried in the excavated area and stepped on by the traveling body of the self-propelled soil improvement machine. It can be carried out. Therefore, there is no need to carry out and backfill the improved soil that has been carried out and accumulated behind the self-propelled soil improvement machine, so that it is not necessary to secure a wide place, and the work can be easily performed even in a narrow place. Further, the soil improvement and backfilling work can be performed efficiently and with one self-propelled soil improvement machine, and the number of working machines can be reduced. In addition, since the soil quality is improved by the mixing apparatus, the mixing of the improving material is uniformly performed, and high-quality improved earth and sand can be obtained. In addition, there is no problem that the improving material scatters and disturbs the neighborhood.
[0021]
(5) In the soil improvement method of the present invention, preferably, while the swiveling conveyor provided at the front of the self-propelled soil improvement machine is swung, the improved soil transported in front of the self-propelled soil improvement machine is removed. , Spread in the width direction of the self-propelled soil improvement machine and fall to the ground.
[0022]
In this way, the improved soil is spread widely in the width direction of the self-propelled soil conditioner by dropping the improved soil onto the ground while turning the swivel conveyor provided in the self-propelled soil conditioner. Can be. For this reason, for example, when the soil improvement is performed simultaneously with the excavation of the road and the backfill is performed, the improved earth and sand improved by the self-propelled soil improvement machine can be evenly backfilled at the excavated place. Further, since the self-propelled soil improvement machine does not need to be used for leveling the backfill soil with the improved soil, the operation rate of the soil improvement work of the self-propelled soil improvement machine is increased, and the efficiency is improved.
[0023]
(6) In the soil improvement method of the present invention, preferably, the improved earth and sand dropped on the ground is leveled by a blade provided at a front portion of the self-propelled soil improvement machine.
[0024]
In this way, if the ground on which the improved soil falls is leveled by the blade, the improved soil can be easily and evenly leveled by the traveling of the self-propelled soil conditioner.
[0025]
BEST MODE FOR CARRYING OUT THE INVENTION
FIG. 1 is a side view showing an embodiment of a self-propelled soil improvement system for implementing a soil improvement method of the present invention in a working state. This system comprises a self-propelled soil improvement machine 1, a hydraulic excavator 2 as an excavator / loader, and a tank truck 41 described later (FIG. 5). The hydraulic excavator 2 has a revolving unit 5 installed on a crawler-type traveling unit 3 via a revolving device 4, an articulated front 6 attached to the revolving unit 5, and a bucket 7 attached to the tip thereof.
[0026]
On the other hand, as shown in the side view of FIG. 2, the plan view of FIG. 3, and the front view of FIG. 4A, the self-propelled soil improvement machine 1 has a vehicle body 9 mounted on a crawler type traveling body 8 having a crawler 8a. Then, a hopper 10 for charging earth and sand is mounted on a front portion of the vehicle body 9. Further, a container 11 for storing an improving material such as cement or lime is mounted behind the hopper 10 (in the present embodiment, at the center of the vehicle body 9). A hydraulic power unit 12 is mounted at the rear of the vehicle body 9.
[0027]
Below the container 11 in the vehicle body 9, a fixed amount supply device 13 and a water supply device 40 are provided. In addition, below the container 11, the improving material supplied by the fixed amount supply device 13, the earth and sand supplied by the conveyor 14 installed below the hopper 10, and the water or the soil improving solution from the water adding device 40. Is introduced from the inlet port 15d at one end to mix. The fixed-quantity supply device 13 has, for example, four blades attached to a rotating shaft, and accommodates a fixed amount of improving material between the blades located on the upper surface and rotates the same. The improved material is dropped downward, and the rotation speed is controlled in accordance with the degree of softness of the soil to be improved, so that the improved hardness, moisture content, and grain size can be obtained. .
[0028]
As shown in FIG. 4 (B), the mixing device 15 has an even number of rotating shafts 15a and a paddle 15b attached to each rotating shaft 15a. The pair of rotating shafts 15a, 15a Is rotated in a direction sandwiched between the two, thereby mixing the earth and sand with the improving material and discharging the mixture through the discharge port 15c (see FIG. 2).
[0029]
Reference numeral 16 denotes a conveyor for carrying the improved earth and sand discharged from the mixing device 15 to the front of the self-propelled soil improvement machine 1. The conveyor 16 is installed between the left and right crawlers 8a, 8a of the traveling body 1, the rear end of the conveyor 16 is located below the discharge port 15c of the improved earth and sand of the mixing device 15, and the front end of the self-propelled soil improvement machine 1 is located at the front end. Located forward.
[0030]
Reference numeral 17 denotes a passage provided around the container 11 on the vehicle body 9, and is used by an operator to monitor the earth and sand filling state of the hopper 10 and the filling state of the improving material in the container 11 which are not visible to the operator of the excavator 2. It is up.
[0031]
FIG. 5 is a block diagram showing a mixing control system of a system for implementing the soil improvement method of the present invention. In FIG. 5, the water supply device 40 includes a pump 44 driven by an electric motor 43 that is supplied with water from the tank lorry 41 via a hose 42 and supplies the water to the mixing device 15, and a flow rate detector 45 that detects the flow rate of water supply. The electric motor 43 of the present embodiment is a three-phase AC motor to which power of a three-phase AC generator 46 provided in the hydraulic power unit 12 is supplied under the control of an inverter 47.
[0032]
The earth and sand supply conveyor 14 is provided with a speed detector 49 for detecting the amount of earth and sand supplied and a earth and sand height detector 50 for detecting the earth and sand height on the conveyor 14.
[0033]
The detection signals from these detectors 49 and 50 and the flow detector 45 are sent to a controller 51, which controls the drive motor 52 of the conveyor 14, the motor of the fixed-quantity supply device 13, and the inverter 47 from these detection signals. Thus, the feed rate of the soil, the feed rate of the improving material, and the feed rate of the water can be controlled respectively. The controller 51 is provided with a recording device 53 for recording the supply amount of each mixture and the like.
[0034]
When performing the soil improvement method of the present invention, as shown in FIG. 1, the excavator 2 is positioned prior to the self-propelled soil improvement machine 1, and the traveling of the excavator 2 and the operation of the turning device 4 are performed. The self-propelled soil improvement machine 1 performs soil improvement by excavating the soil to be improved by the bucket 7 and loading the soil into the hopper 10 by turning the revolving body 5 and operating the joints of the articulated front 6.
[0035]
In the self-propelled soil improvement machine 1, the earth and sand fed into the hopper 10 are supplied to the mixing device 15 by a fixed amount per predetermined time by the operation of the conveyor 14, and the improvement material stored in the container 11 is quantitatively supplied to the mixing device 15. The water is supplied to the mixing device 15 by the water adding device 40 and mixed when the material and the water content of the soil at the site are low and the water content is low. In this case, detection signals from the speed detector 49, the sediment height detector 50, and the flow rate detector 45 of the conveyor 14 are sent to the controller 51, and the controller 51 obtains the drive motor 52 of the conveyor 14, By controlling the motor of the supply device 13 and the inverter 47 to control the supply amount of the earth and sand, the supply amount of the improving material, and the amount of water, respectively, the water content of the improved earth and sand is set to the target value. The control of the amount of water with respect to the amount of treated soil is performed by the following equation (1).
[0036]
W = (M * 1.6 * K / 100) * 1000 (1)
Here, W is the amount of water added (L / hr), M is the amount of treated soil (m 3 / hr), and K is the rate of water addition (%). 1.6 in the equation (1) is the specific gravity of the soil in a loose state (excavated and loosened).
[0037]
As shown in FIG. 1, the improved soil 18 mixed with the improving material in the mixing device 15 is conveyed to the ground from the front of the self-propelled soil improvement machine 1 by the conveyor 16 and backfilled. The improved soil 19 that has fallen to the ground can be leveled by, for example, running the self-propelled soil improvement machine 1 in a zigzag manner so that the crawler 8a runs on the backfilled soil. Such running for leveling may be performed while mixing by the mixing device 15 or temporarily stopped. In addition, the hydraulic shovel 2 located in front of the self-propelled soil conditioner 1 can perform leveling by the bucket 7 during excavation of the soil.
[0038]
As described above, by providing the self-propelled soil improvement machine 1 with the water adding device 40 and adding not only the improving material but also water, in the case of soil having a high water absorption rate or dry soil having a low moisture content, By adding water to materials other than improving materials such as lime and quicklime, it is possible to prevent the water content of the improved earth and sand from becoming excessively low, promote the hydration reaction, have an appropriate water content and particle size, and squeeze by compaction. Improved quality earth and sand can be obtained. In particular, soil improvement is suitably performed by measuring the water content at the site and controlling the improving material and the amount of water in accordance with the measured values.
[0039]
In addition, cement is used as an improving material to be accommodated in the container 11, the relative mixing amount of the soil and sand from the conveyor 14 is adjusted, and the amount of water added from the water adding device 40 is adjusted to produce soil concrete locally. Functions can be provided. This enables construction as a substitute for lap concrete (concrete that becomes the foundation of a building instead of foundation piles).
[0040]
By manufacturing soil concrete in this way, excavated soil is not disposed of and transported, so that cost reduction can be achieved. In addition, improvement can be achieved by combining the mixing device 15 with the good mixing degree of the two-axis paddle mixer. It is also possible to reduce the amount of added material (solidified material). That is, in the foundation work, as in the past, using a hydraulic excavator on site, in the case of a method of mixing water and cement with earth and sand on site, uniform mixing is difficult, to obtain concrete of the required strength Although it is necessary to increase the amount of cement, in the case of the present invention, uniform mixing is possible, so that the amount of cement can be reduced, the quality of soil concrete can be improved, and the efficiency of work can be improved.
[0041]
In addition, the constituent devices are made of a chemical-resistant, acid-resistant, and alkali-resistant material to provide a function of improving contaminated soil. For example, an alkaline aqueous solution is added from the watering device 40 to improve acidic soil, By adding an aqueous solution for improving soil contaminated by the effluent of contaminated soil, the contaminated soil can be improved and its use can be expanded.
[0042]
Further, in the present embodiment, the conveyor 16 discharges the improved earth and sand forward, so that the improved earth and sand discharged to the ground can be continuously and efficiently made uniform while traveling. That is, unlike the case where the improved earth and sand is carried backward, the improved earth and sand are not accumulated backward, so that a place for accumulation is unnecessary. In addition, it is not necessary to refill the accumulated earth and sand again, and the work can be performed efficiently. Also, a work machine for backfilling is not required, and work can be performed with a small number of work machines. In addition, since the improving material is mixed with the earth and sand by the mixing device 15, there is no need to spray the improving material on the ground, no annoying that the improving material is scattered in the vicinity, and the improving material is uniformly mixed. It can supply quality improved earth and sand.
[0043]
FIG. 6 shows another embodiment of a self-propelled soil improvement system for implementing the soil improvement method of the present invention. FIGS. 7 and 8 are side and front views of a self-propelled soil improvement machine 1A used in this system. It is. In this self-propelled soil improvement machine 1A, a blade 20 for leveling the ground is positioned on a frame of the traveling body 1 or on a front portion of a vehicle body 9 as shown by an up-down position adjusting device such as a hydraulic cylinder 21 or the like. It is adjustable. Further, the blade 20 is configured so as to be behind the front end of the improved earth and sand conveyer 16, that is, the discharge end (so that the front end of the conveyor 16, that is, the discharge end is located in front of the blade 20). .
[0044]
If such a blade 20 is provided, the self-propelled soil conditioner 1A is run and leveled by the blade 20, so that the improved soil can be leveled easily and flatly. Further, by setting the position of the front end of the conveyor 16 forward of the position of the blade 20, the improved earth and sand is dropped on the ground from the front of the self-propelled soil improvement machine 1A, and the self-propelled soil improvement machine 1A is advanced. The ground can be leveled by the blade 20.
[0045]
For this reason, the soil is excavated in a groove shape by the hydraulic excavator 2, followed by the self-propelled soil conditioner 1, the improved soil is backfilled from the conveyor 16 to the ground, and the blades 20 level the same. It is possible to obtain flattened and improved soil in a continuous operation with higher efficiency than in the embodiment.
[0046]
FIG. 9 is another embodiment of a self-propelled soil improvement system that implements the soil improvement method of the present invention. FIGS. 10 and 11 are partial side views of a self-propelled soil improvement machine 1B used in this system, It is a partial plan view.
[0047]
In the present embodiment, in the self-propelled soil conditioner 1B, the improved earth and sand discharged from the conveyor 16 is diffused in the width direction of the self-propelled soil conditioner at the front of the vehicle body 9 and dropped onto the ground. A revolving conveyor 23 is provided.
[0048]
That is, the revolving conveyor 23 is rotatable around a pivot shaft 24 provided at a lower part in front of the vehicle body 9, and the rear end of the conveyor 23 is located below the front end of the conveyor 16, and the front end of the conveyor 16 is The revolving conveyor 23 receives the improved earth and sand that has fallen from the ground, spreads it further forward, and drops it. In this embodiment, in order to enable adjustment of the inclination angle of the conveyor 23, a horizontal swing arm 25 is attached to the pivot shaft 24, and a bracket provided on the frame of the horizontal swing arm 25 and the swing type conveyor 23. 26 are connected to each other by pins 27 so as to be swingable in the vertical direction.
[0049]
Reference numeral 29 denotes a turning device installed above the pivot shaft 24 in the vehicle body 9 so that the axis of the pivot shaft 24 and the center of rotation are concentric. The turning device 29 turns a turning wheel 31 by a turning motor 30, and an arm 32 is fixed to the turning wheel 31. The arm 32 and the bracket 33 provided in front of the bracket 26 of the frame of the revolving conveyor 23 are connected to a wire or link 34 and a length adjuster 35 for adjusting the inclination angle of the conveyor, such as a turnbuckle. Connected.
[0050]
By operating the turning motor 30, the turning type conveyor 23 can take a posture in which the conveyor 23 is swung, for example, by 45 degrees each from left and right sides, as shown in FIG. Thereby, the improved earth and sand discharged from the conveyor 16 can be discharged in the width direction of the self-propelled soil conditioner 1B over a wider range than the width of the self-propelled soil conditioner 1B.
[0051]
FIG. 12 is a plan view showing an operation state in which soil improvement and backfilling are performed simultaneously with excavation of a road, for example, using the system shown in FIG. In this system, the excavator 2 excavates a predetermined excavation width (for example, the width of one lane) W on the road 36, and at the same time, performs soil improvement by the self-propelled soil improvement machine 1B, and self-propelled the improved soil. When dropping and filling back from the front of the type soil improvement machine 1B, the revolving conveyor 23 is swung to the left and right to drop the improved earth and sand so that the improved earth and sand is uniformly distributed over the entire excavation width W to a substantially uniform thickness. Can be backfilled.
[0052]
Further, for this reason, the traveling by the self-propelled soil improvement machine 1B or leveling by hand, or the leveling operation by the blade 20 is not necessarily required, or the amount of the leveling operation can be significantly reduced. For this reason, the self-propelled soil improvement machine 1B can be dedicated to soil improvement, the operation rate of the self-propelled soil improvement machine 1B for soil improvement work increases, and the efficiency of soil improvement work or overall work improves. I do.
[0053]
FIG. 13 shows another embodiment of the self-propelled soil improvement machine 1c for implementing the soil improvement method according to the present invention, in which a conveyor 16A for discharging the improved soil is installed facing backward. With such a configuration, although the benefits of the above-described embodiments installed forward as in the case of the conveyor 16 in the above-described embodiment cannot be obtained, the benefits of providing the water adding device 40 can be obtained.
[0054]
【The invention's effect】
According to the present invention, a self-propelled soil improvement machine is provided with a water adding device, and in a site where soil is improved, water is added to the soil and the improving material. The water content of the soil does not become excessively low, the particle size and the water content fall within the suitable ranges, and high quality improved soil suitable for backfilling is obtained.
[0055]
In addition, the present invention uses cement as an improving material and adds soil and water thereto, or uses a soil improvement solution in place of water, thereby making it possible to produce soil cement and improve contaminated soil. .
[Brief description of the drawings]
FIG. 1 is a side view showing an embodiment of a self-propelled soil improvement system for implementing a soil improvement method according to the present invention.
FIG. 2 is an enlarged side view of the self-propelled soil conditioner of FIG.
FIG. 3 is an enlarged plan view of the self-propelled soil conditioner of FIG. 1;
4 (A) is a front view of FIG. 2, and FIG. 4 (B) is a sectional view of a mixing device used for the self-propelled soil conditioner.
FIG. 5 is a block diagram showing a mixing control system of a soil improvement system for implementing the soil improvement method of the present invention.
FIG. 6 is a side view showing another embodiment of the soil improvement system for implementing the soil improvement method according to the present invention.
FIG. 7 is an enlarged side view of the self-propelled soil conditioner of FIG. 6;
FIG. 8 is a front view of FIG. 6;
FIG. 9 is a side view showing another embodiment of the soil improvement system for implementing the soil improvement method according to the present invention.
FIG. 10 is a partially enlarged side view of the self-propelled soil conditioner of FIG. 9;
FIG. 11 is a partially enlarged plan view of FIG. 10;
FIG. 12 is a plan view illustrating a working mode by the system of FIG. 9;
FIG. 13 is a side view showing another embodiment of the self-propelled soil improvement machine for implementing the soil improvement method according to the present invention.
[Explanation of symbols]
1, 1A: Self-propelled soil improvement machine, 2: Hydraulic excavator, 3: Traveling body, 4: Revolving device, 5: Revolving body, 6: Articulated front, 7: Bucket, 8: Crawler traveling body, 8a: Crawler, 9: Car body, 10: Hopper, 11: Container, 12: Hydraulic power unit, 13: Fixed amount supply device, 14: Conveyor, 15: Mixing device, 16: Conveyor, 17: Passage, 18, 19: Improved earth and sand, 20 : Blade: 21: Hydraulic cylinder; 23: Revolving conveyor; 24: Pivot shaft; 25: Horizontal revolving arm; 26: Bracket; 27: Pin; 29: Revolving device; 30: Revolving motor; : Arm, 33: bracket, 34: wire or link, 35: length adjuster, 36: road, 40: water supply device, 41: tank truck, 42: hose, 43: electric motor, 44: pump, 45 Flow detector, 46: 3-phase AC generator, 47: inverter, 49: speed detector, 50: Sediment height detector, 51: Controller, 52: drive motor, 53: recording device

Claims (6)

自走式土質改良機の前部に設けたホッパに改良すべき土砂を投入し、
該ホッパから供給される土砂と、自走式土質改良機に搭載した容器から供給される改良材と、自走式土質改良機に搭載した加水装置から供給される水とを、自走式土質改良機に設置した混合装置により混合し、
改良材が混合された改良土砂をコンベアにより自走式土質改良機の車外に搬送する
ことを特徴とする土質改良方法。
Put the earth and sand to be improved into the hopper provided at the front of the self-propelled soil improvement machine,
The earth and sand supplied from the hopper, the improving material supplied from a container mounted on the self-propelled soil conditioner, and the water supplied from the water supply device mounted on the self-propelled soil conditioner, Mix by the mixing device installed in the improved machine,
A method for improving soil quality, comprising transporting the improved soil mixed with the improving material to the outside of a self-propelled soil improvement machine by a conveyor.
請求項1に記載の土質改良方法において、
前記容器に改良材としてセメントを収容しておき、
前記混合装置において、該ホッパから供給される土砂と、前記容器から供給されるセメントと、前記加水装置から供給される水とを混合して改良土砂の代わりにソイルセメントを製造する
ことを特徴とする土質改良方法。
In the method for improving soil quality according to claim 1,
The container contains cement as an improving material,
In the mixing device, the soil supplied from the hopper, the cement supplied from the container, and the water supplied from the water adding device are mixed to produce soil cement instead of the improved soil. To improve soil quality.
請求項1に記載の土質改良方法において、
前記加水装置より前記水の代わりに汚染物質解消用またはPH調整用の土質改良用溶液を前記混合装置に供給して、前記ホッパから供給される土砂と、前記容器から供給される改良材と混合して改良土砂を造る
ことを特徴とする土質改良方法。
In the method for improving soil quality according to claim 1,
A soil improving solution for removing contaminants or adjusting pH is supplied to the mixing device instead of the water from the water adding device, and the soil and sand supplied from the hopper are mixed with the improving material supplied from the container. Soil improvement method characterized by making improved earth and sand.
請求項1から3までのいずれかに記載の土質改良方法において、
前記コンベアにより前記改良土砂を自走式土質改良機の前方に落下させる
ことを特徴とする土質改良方法。
The method for improving soil quality according to any one of claims 1 to 3,
A method for improving soil quality, wherein the improved soil is dropped by a conveyor in front of a self-propelled soil improvement machine.
請求項4に記載の土質改良方法において、
前記自走式土質改良機の前部に設けた旋回式コンベアを旋回させながら、前記自走式土質改良機の前方に搬送された改良土砂を、自走式土質改良機の幅方向に拡散して地面に落下させる
ことを特徴とする土質改良方法。
In the soil improvement method according to claim 4,
While rotating the swivel conveyor provided at the front of the self-propelled soil conditioner, the improved soil transported in front of the self-propelled soil conditioner is diffused in the width direction of the self-propelled soil conditioner. Soil improvement method characterized by falling on the ground.
請求項4または5に記載の土質改良方法において、
地面に落下した改良土砂を自走式土質改良機の前部に設けたブレードにより均す
ことを特徴とする土質改良方法。
In the soil improvement method according to claim 4 or 5,
A soil improvement method characterized in that the improved earth and sand that has fallen to the ground is leveled by a blade provided at the front of a self-propelled soil improvement machine.
JP2002296833A 2002-10-10 2002-10-10 Soil improvement method Expired - Fee Related JP4145115B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012046926A (en) * 2010-08-25 2012-03-08 Mikku Surii Co Ltd Soil improvement method
WO2023286309A1 (en) * 2021-07-16 2023-01-19 日本国土開発株式会社 Construction machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012046926A (en) * 2010-08-25 2012-03-08 Mikku Surii Co Ltd Soil improvement method
WO2023286309A1 (en) * 2021-07-16 2023-01-19 日本国土開発株式会社 Construction machine

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