JP3728426B2 - Method of laminating ground improvement material and weighing hopper used therefor - Google Patents

Method of laminating ground improvement material and weighing hopper used therefor Download PDF

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JP3728426B2
JP3728426B2 JP2002140134A JP2002140134A JP3728426B2 JP 3728426 B2 JP3728426 B2 JP 3728426B2 JP 2002140134 A JP2002140134 A JP 2002140134A JP 2002140134 A JP2002140134 A JP 2002140134A JP 3728426 B2 JP3728426 B2 JP 3728426B2
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solidified material
solidified
ground
side wall
weighing hopper
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JP2003328349A (en
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久蔵 佐藤
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丸久建設株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、軟弱地盤や軟弱土を固化させる地盤改良材(地盤改良剤)の散布方法及び散布装置に関する。
詳しくは、軟弱地盤の地面全体に粉状又は粉粒状の固化材を散布して均等厚さに積層する地盤改良材の積層方法、及びそれに使用する計量ホッパーに関する。
【0002】
【従来の技術】
現在、含水比が大きい軟弱地盤の地盤改良材として、例えばセメント系固化材などの固化材を散布することにより、軟弱土を固化させる固化処理工法が普及している。
この固化処理で最も重要な点は、軟弱土と固化材とを均一に混合させることであり、そのためには軟弱地盤の表面全体に固化材を均等な厚さに積層する必要がある。
一方、固化材の運搬形態としては、フレキシブルコンテナ(フレコン)や紙袋などの包装袋に固化材を定量ずつ袋詰めした袋詰めパック(通常は1tパック)と、袋詰めせずに圧送車により運搬するバラ製品とがあり、この袋詰めパックはバラ製品に比べて、袋の代金と袋詰め作業に掛かる人件費の分だけ高価になる。
そのため最も安価な固化材の散布方法としては、施工現場まで運搬されたタンク車からホースを介して空気圧により圧送される固化材を、施工領域の地面全体へ向け吐出して一気に撒き散すのが一般的であった。
【0003】
【発明が解決しようとする課題】
しかし乍ら、このような従来の地盤改良材の積層方法では、施工領域の地面全体に亘り固化材を一気に撒き散らすため、散布された固化材の積層厚さが部分的にバラツキが発生して、その結果、施工領域の地面全体を均一な状態に固化させることができないという問題があった。
また特にセメント系固化材などはミクロン単位の微粉末であるため、散布に際して地上に舞い上がり、こうして粉塵となったものが作業領域だけでなく周辺領域までも汚染するという問題もある。
そこで、軟弱地盤の施工領域の全体に亘って複数の袋詰めパックを等間隔毎に載置し、これらの袋詰めパックから人手で夫々散布することにより、固化材の均等化を図ることも考えられるが、この場合には、多量の袋詰めパックを使用するため、袋詰め分だけ高価になると共に散布後には包装袋が残って産業廃棄物になり、それを廃棄するにも手間と費用がかかるという問題がある。
【0004】
本発明のうち請求項1記載の発明は、袋詰めパックを使用せずに固化材の積層厚さを均等化することを目的としたものである。
請求項2記載の発明は、請求項1に記載の発明の目的に加えて、固化材の計量作業及び散布作業を容易にすることを目的としたものである。
請求項3記載の発明は、請求項1または2に記載の発明の目的に加えて、簡単な構造で固化材を正確に計量することを目的としたものである。
請求項4記載の発明は、請求項3に記載の発明の目的に加えて、固化材の堆積面に凹凸が発生するのを防止して透視窓から正確に計量することを目的としたものである。
請求項5記載の発明は、請求項3または4に記載の発明の目的に加えて、固化材の発塵を防止することを目的としたものである。
【0005】
【課題を解決するための手段】
前述した目的を達成するために、本発明のうち請求項1記載の発明は、軟弱地盤の施工領域の地面全体を同一面積の小区域に区分けする工程と、固化材を計量手段で所定容量に計量する工程と、この計量された所定容量の固化材を各小区域内に夫々散布して該小区域からはみ出ることなく平坦に均す工程と、からなることを特徴とするものである。
請求項2記載の発明は、請求項1記載の発明の構成に、前記計量手段が計量ホッパーであり、この計量ホッパー内に固化材を供給して堆積させ、その堆積高さが所定位置に達した時点で固化材の供給を停止し、その底面に開設された開閉口から堆積した固化材の総てを散布させた構成を加えたことを特徴とする。
請求項3記載の発明は、請求項1または2記載の地盤改良材の積層方法に使用する計量ホッパーが、その側壁の所定高さ位置に、その内部に供給される固化材の堆積高さを外部から確認するための透視窓を設けたことを特徴とするものである。
請求項4記載の発明は、請求項3記載の発明の構成に、前記固化材の供給源に連通する固化材の供給管を、側壁の上端開口部側から底面中央へ向けて縦方向へ挿入配備し、この供給管には、固化材の吐出孔を、周方向へ位置を変えながら縦方向へ複数開穿した構成を加えたことを特徴とする。
請求項5記載の発明は、請求項3または4記載の発明の構成に、前記固化材の供給源から空気圧で固化材を供給管により側壁の内部へ圧送し、この側壁の上端開口部を固化材が通過不能な通気シートで被覆した構成を加えたことを特徴とする。
【0006】
【作用】
請求項1の発明は、軟弱地盤の施工領域の地面全体を同一面積の小区域に区分けし、固化材を計量手段で所定容量に計量した後、この計量された所定容量の固化材を各小区域内に夫々散布して、そこからはみ出ないように平坦に均すことにより、施工範囲の地面全体に亘って固化材1が均一厚さに積層されるものである。
請求項2の発明は、請求項1記載の構成に対して、前記計量手段が計量ホッパーであり、この計量ホッパー内に固化材を供給して堆積させ、その堆積高さが所定位置に達した時点で固化材の供給を停止し、その底面に開設された開閉口から堆積した固化材の総てを散布させた構成を追加したので、計量ホッパー内に供給した固化材の堆積高さが所定位置に達した時点で固化材の供給を停止させることにより、固化材の堆積量が予め設定された容量となったことが検出され、この状態で開閉口を開口させることにより、計量された固化材の総てが底面の開閉口から散布される。
請求項3の発明は、請求項1または2記載の構成に対して、前記計量ホッパーが、その側壁の所定高さ位置に、その内部に供給される固化材の堆積高さを外部から確認するための透視窓を設けた構成を追加したので、側壁の内部に堆積した固化材の高さ位置が、透視窓を通して側壁の外部から目視により検出可能となる。
請求項4の発明は、請求項3記載の構成に対して、前記固化材の供給源に連通する固化材の供給管を、側壁の上端開口部側から底面中央へ向けて縦方向へ挿入配備し、この供給管には、固化材の吐出孔を、周方向へ位置を変えながら縦方向へ複数開穿した構成を追加したので、固化材の供給源から供給管に固化材を供給することにより、周方向へ位置を変えながら縦方向へ複数開穿された吐出孔から固化材1が夫々吐出して、固化材の堆積面が一部に片寄らずに平坦化され、ほぼ水平状態のまま上昇する。
請求項5の発明は、請求項3または4記載の構成に対して、前記固化材の供給源から空気圧で固化材を供給管により側壁の内部へ圧送し、この側壁の上端開口部を固化材が通過不能な通気シートで被覆した構成を追加したので、固化材の供給源から固化材を圧送するために側壁の内部に供給された空気は、上端開口部の防塵シートを通過して外部へ流れ出るが固化材は通過しない。
【0007】
【発明の実施の形態】
以下、本発明の実施例を図面に基づいて説明する。
この実施例は、図1〜図4に示す如く、軟弱地盤Aの施工領域の地面全体A1を同一面積の小区域A2…に区分けする手段として、施工領域A1の地面全体に例えば石灰などの粉体を線状に撒くことにより、平面矩形の碁盤目状や台形や三角形などにマーキングすると共に、これら小区域A2…に散布する固化材1の計量手段2が計量ホッパーである場合を示すものである。
【0008】
上記計量ホッパー2は、その少なくとも下部が漏斗状に形成された側壁2aと、その上端に開口された内容物供給用の上面開口部2bと、底面に開設された開閉口2cとを備え、例えばクレーンなどの昇降機(図示せず)によって移動自在に吊り下げられる従来周知構造のものであり、本実施例ではクレーンにより吊り上げた状態で開閉口2bを操作レバー2dの手動操作により開閉させている。
【0009】
そして、上記計量ホッパー2の側壁2aには、その所定高さ位置に、その内部に供給される固化材1の堆積高さを透視するための透視窓2eが設けられ、この透視窓2eを通して側壁2aの外部から作業者が目視により検出可能にしており、この透視窓2eは単に貫通させただけでも良いし、これに例えばガラス又は合成樹脂製の透明板2e′を装着して閉鎖しても良い。
【0010】
図示例の場合には、この透視窓2eを側壁2aの上端近くの位置と、それより低い位置に2箇所開設し、固化材1の供給源からの供給に伴って、この低い透視窓2eから透視可能な高さ位置まで固化材1の堆積面が上昇した時点で、側壁2aの内部に固化材1の堆積量が1tとなるにように設定すると共に、高い透視窓2eから透視可能な高さ位置まで固化材1の堆積面が上昇した時点で、側壁2aの内部に固化材1の堆積量が 1.5tとなるにように設定している。
【0011】
また、計量ホッパー2には、前記固化材1の供給源に連通する固化材1の供給管3を、側壁2aの上端開口部2b側から底面中央へ向けて縦方向へ挿入配備し、この供給管3には、固化材1の吐出孔3aが、周方向へ位置を変えながら縦方向へ複数開穿される。
【0012】
本実施例の場合には、固化材1の供給源に相当するタンク車又は圧送車(図示せず)に対して連絡するホースHの基端が配管接続され、更に図3に示す如く該供給管3が略L字形に屈曲形成され、それを側壁2aの上端部に貫通して支持させることにより、側壁2aの外部へ突出する基端部3bに上記ホースHの先端に配管接続すると共に、側壁2aの内部へ突出する先端部3cを垂直に配置して複数の吐出孔3a…が開穿されている。
【0013】
更に、上記計量ホッパー2の上面開口部2bは、固化材1が通過不能な通気シート2fで被覆され、この通気シート2としては通気性に優れると共に固化材1が例えばセメント系固化材などのミクロン単位の微粉末であってもほとんど通過しないものを使用することが好ましい。
図示例の場合には図1及び図2に示す如く、例えば鉄などの金属製帯材2gで交換自在に固定している。
【0014】
更にまた、上記計量ホッパー2の開閉口2cには、図3に示す如く、固化材1の吐出時における舞い上がりを防止するために、該開閉口2cの周囲を筒状の飛散防止カバー2hで覆うことが好ましく、この飛散防止カバー2hを例えば布などの変形可能な材質で形成すれば、クレーンなどによる計量ホッパー2の吊り下げに伴って図3の一点鎖線に示す如く吐出された固化材1を囲むようにぶら下がり、計量ホッパー2の着地時には図3の二点鎖線に示す如く折り畳み可能となる。
【0015】
一方、前記施工領域の地面全体A1を区分けした小区域A2…のうち少なくとも一つか又は複数には、各小区域A2の端部にスケール4を位置ズレしないように配置し、このスケール4を固化材1の積層高さと一致する高さに形成するか、或いは図示せぬが固化材1の積層高さより高く形成して地面からの高さを表示する目盛りを設けても良い。
【0016】
図示例では図1及び図2に示す如く、一つに小区域A2の四隅部に平面直角な板状のスケール4…を4個載置したが、これに限定されず、図示せぬが各小区域A2の外周に沿って連続した1個のスケール4を配置して良く、更に持ち運びに有利となるように折り畳み可能な構造にしても良い。
【0017】
次に、斯かる地盤改良材の積層方法を工程順に従って説明する。
先ず図2に示す如く、軟弱地盤Aの施工領域の地面全体A1を、マーキングにより同一面積の小区域A2…に区分けし、これら小区域A2…の一つの上へ計量ホッパー2をクレーンなどにより移動して水平状に載置する。
【0018】
この状態で、固化材1の供給源に相当するタンク車又は圧送車(図示せず)から空気圧によりホースHを介して固化材1の供給が開始され、このホースHに接続された供給管3から計量ホッパー2の側壁2aの内部へ充填される。
【0019】
その後、上記側壁2aの内部で堆積した固化材1の高さ位置が、透視窓2eを通して側壁2aの外部から作業者が目視により確認し、この固化材1の堆積高さが所定位置に達した時点で固化材1の供給を停止すれば、それにより、固化材1の堆積量が予め設定された容量(1t又は 1.5t)となったことが検出される。
【0020】
この状態で図1に示す如く、計量ホッパー2をクレーンなどにより吊り上げて小区域A2の地面との間に適宜間隔を開けると共に必要に応じて小区域A2内を横移動させながら、その底面の開閉口2cを開口すれば、該計量ホッパー2で計量された固化材1の総てが小区域A2内に散布される。
【0021】
その後、この散布された固化材1を作業者が均し板(トンボ)などの使用して該小区域A2内からはみ出ないように平坦に均す。
この際、小区域A2の端部に、固化材1の積層高さと一致する高さのスケール4を位置ズレしないように配置すれば、計量ホッパー2による固化材1の計量に若干の誤差が発生しても、この誤差をスケール4によりチェックでき、固化材1の過不足を速やかに修正できる。
【0022】
それが完了した後に、上述した作業を各小区域A2…毎に繰り返し、それにより、施工範囲の地面全体A1に亘って固化材1が均一厚さに積層される
その結果、袋詰めパックを使用せずに固化材1の積層厚さを均等化できる
【0023】
それ以降は図示せぬが、例えばロータリースタビライザーなどによる固化材1の攪拌及び混合と、ブルドーザーなどによる敷均しと、振動ローラーなどによる転圧とが順次行われ、更に必要に応じて施工領域の地面全体A1の一部を掘り起こして地盤改良深さの確認作業を行う。
【0024】
更に本実施例の場合には、前記計量手段2として計量ホッパーを使用したので、その内に供給した固化材1の堆積高さが所定位置に達した時点で固化材1の供給を停止すれば、固化材1の堆積量が予め設定された容量となったことが検出され、この状態で開閉口2cを開口すれば、計量された固化材1の総てが底面の開閉口2cから散布される。
その結果、固化材1の計量作業及び散布作業を容易にすることができるという利点がある。
【0025】
また側壁2aの所定高さ位置に透視窓2eを設けたので、透視窓2eを通して側壁2aの外部から目視により検出可能となる。
その結果、簡単な構造で固化材1を正確に計量できるという利点がある。
【0026】
そして、前記固化材1の供給源から供給管3に固化材1を供給すれば、周方向へ位置を変えながら縦方向へ複数開穿された吐出孔3a…から固化材1が夫々吐出して、それにより固化材1の堆積面が一部に片寄らずに平坦化され、ほぼ水平状態のまま上昇する。
その結果、固化材1の堆積面に凹凸が発生するのを防止して透視窓2cから正確に計量できるという利点がある。
【0027】
更に固化材1の供給源から固化材1を圧送するために側壁2aの内部に供給された空気は、上端開口部2bの防塵シート2fを通過して外部へ流れ出るが固化材1は通過しない。
その結果、固化材1の発塵を防止できるという利点がある。
【0028】
尚、前示実施例では、軟弱地盤Aの施工領域の地面全体A1を同一面積の小区域A2…に区分けする手段として、施工領域A1の地面全体に亘り例えば石灰などの粉体を線状に撒いて碁盤目状などにマーキングした場合を示したが、これに限定されず、例えば各小区域A2の外周を囲む大きさの枠体か又は格子形の枠体を載置することにより区分けしても良く、更にこれら枠体は固化材1の積層高さと一致する高さのスケールとなるように形成することが好ましい。
また固化材1の計量手段2が計量ホッパーである場合を示したが、これに限定されず、前述した計量ホッパーと同様な機能があれば、代用品を使用しても良い。
【0029】
【発明の効果】
以上説明したように、本発明のうち請求項1記載の発明は、軟弱地盤の施工領域の地面全体を同一面積の小区域に区分けし、固化材を計量手段で所定容量に計量した後、この計量された所定容量の固化材を各小区域内に夫々散布して、そこからはみ出ないように平坦に均すことにより、施工範囲の地面全体に亘って固化材1が均一厚さに積層されるので、袋詰めパックを使用せずに固化材の積層厚さを均等化できる。
従って、施工領域の地面全体に亘り固化材を一気に撒き散らす従来のものに比べ、軟弱土と固化材とを均一に混合させて施工領域の地面全体を均一な状態に固化できると共に、特にセメント系固化材などを散布してもそれが粉塵となって地上に舞い上がることがなく、作業領域及び周辺領域の汚染を防止できる。
更に複数の袋詰めパックを等間隔毎に載置して夫々散布するものに比べ、袋詰めパックを使用しないから、袋の代金と袋詰め作業に掛かる人件費と包装袋の廃棄費用が掛からず、経費の最低価格に抑えることができる。
【0030】
請求項2の発明は、請求項1の発明の効果に加えて、計量ホッパー内に供給した固化材の堆積高さが所定位置に達した時点で固化材の供給を停止させることにより、固化材の堆積量が予め設定された容量となったことが検出され、この状態で開閉口を開口させることにより、計量された固化材の総てが底面の開閉口から散布されるので、固化材の計量作業及び散布作業を容易にすることができる。
従って、作業全体を迅速に行えて作業期間を短縮化できる。
【0031】
請求項3の発明は、請求項1または2の発明の効果に加えて、側壁の内部に堆積した固化材の高さ位置が、透視窓を通して側壁の外部から目視により検出可能となるので、簡単な構造で固化材を正確に計量できる。
【0032】
請求項4の発明は、請求項3の発明の効果に加えて、固化材の供給源から供給管に固化材を供給することにより、周方向へ位置を変えながら縦方向へ複数開穿された吐出孔から固化材1が夫々吐出して、固化材の堆積面が一部に片寄らずに平坦化され、ほぼ水平状態のまま上昇するので、固化材の堆積面に凹凸が発生するのを防止して透視窓から正確に計量できる。
【0033】
請求項5の発明は、請求項3または4の発明の効果に加えて、固化材の供給源から固化材を圧送するために側壁の内部に供給された空気は、上端開口部の防塵シートを通過して外部へ流れ出るが固化材は通過しないので、固化材の発塵を防止できる。
従って、住宅地などでも作業が行える。
【図面の簡単な説明】
【図1】 本発明の一実施例を示す地盤改良材の積層方法の斜視図であり、固化材の散布状態を示している。
【図2】 固化材の供給時を示す斜視図である。
【図3】 計量ホッパーの縦断正面図である。
【図4】 計量ホッパーの縦断側面図である。
【符号の説明】
A 軟弱地盤 A1 施工領域の地面全体
A2 小区域 1 固化材
2 計量手段(計量ホッパー) 2a 側壁
2b 上端開口部 2c 開閉口
2e 透視窓 2f 通気シート
3 供給管 3a 吐出孔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a spraying method and a spraying device for a ground improvement material (ground improvement agent) that solidifies soft ground or soft soil.
More specifically, the present invention relates to a method for laminating a ground improvement material in which a powdery or granular solidified material is sprayed over the entire ground of soft ground and laminated to a uniform thickness, and a measuring hopper used therefor.
[0002]
[Prior art]
Currently, as a ground improvement material for soft ground having a high water content ratio, for example, a solidification method for solidifying soft soil by spreading a solidification material such as a cement-based solidification material is widespread.
The most important point in this solidification treatment is to uniformly mix the soft soil and the solidified material. For this purpose, the solidified material needs to be laminated to a uniform thickness over the entire surface of the soft ground.
On the other hand, the solidification material is transported by a bag pack (usually 1t pack) in which the solidification material is packed into a packaging bag such as a flexible container (flexible container) or a paper bag by a fixed amount, and is transported by a pressure-feed vehicle without being packed in a bag. This bag pack is more expensive than the rose product by the cost of the bag and the labor cost for the bagging operation.
For this reason, the cheapest method of spreading the solidified material is to discharge the solidified material pumped by air pressure from the tank truck transported to the construction site through the hose toward the entire ground in the construction area. It was general.
[0003]
[Problems to be solved by the invention]
However, in such a conventional ground improvement material laminating method, the solidified material is scattered all over the ground in the construction area, and therefore, the laminated thickness of the spread solidified material partially varies. As a result, there was a problem that the entire ground in the construction area could not be solidified in a uniform state.
In particular, the cement-based solidified material is a micron-sized fine powder, so that it rises to the ground when sprayed, and the dust thus contaminates not only the work area but also the surrounding area.
Therefore, it is also considered to equalize the solidified material by placing a plurality of bagging packs at equal intervals over the entire construction area of the soft ground and spraying these bagging packs manually. However, in this case, since a large amount of bag packs are used, the amount of bag packing becomes expensive, and after spraying, the packaging bags remain and become industrial waste, and it takes time and money to dispose of them. There is a problem that it takes.
[0004]
The invention according to claim 1 of the present invention aims to equalize the thickness of the solidified material without using a bag pack.
In addition to the object of the invention described in claim 1, the invention described in claim 2 aims at facilitating the weighing and spraying operations of the solidified material.
The invention described in claim 3 is intended to accurately measure the solidified material with a simple structure in addition to the object of the invention described in claim 1 or 2.
In addition to the object of the invention described in claim 3, the invention described in claim 4 is intended to accurately measure from the see-through window by preventing unevenness on the solidified material deposition surface. is there.
In addition to the object of the invention described in claim 3 or 4, the invention described in claim 5 aims to prevent dust generation of the solidified material.
[0005]
[Means for Solving the Problems]
In order to achieve the above-described object, the invention according to claim 1 of the present invention includes a step of dividing the entire ground of the construction area of the soft ground into small areas of the same area, and the solidified material is made into a predetermined capacity by a weighing means. It is characterized by comprising a step of weighing, and a step of spraying the weighed predetermined volume of solidified material into each small area and leveling it flat without protruding from the small area.
According to a second aspect of the invention, in the configuration of the first aspect of the invention, the weighing means is a weighing hopper, and a solidifying material is supplied and deposited in the weighing hopper, and the height of the pile reaches a predetermined position. At that time, the supply of the solidifying material is stopped, and a configuration in which all of the solidifying material deposited from the opening / closing port opened on the bottom surface is dispersed is added.
According to a third aspect of the present invention, in the weighing hopper used in the method for laminating the ground improvement material according to the first or second aspect, the height of the solidified material supplied to the inside thereof is set at a predetermined height position of the side wall. A fluoroscopic window for confirming from the outside is provided.
According to a fourth aspect of the present invention, in the configuration of the third aspect of the present invention, a solidification material supply pipe communicating with the solidification material supply source is inserted vertically from the upper end opening side of the side wall toward the center of the bottom surface. The supply pipe is characterized in that a plurality of solidified material discharge holes are opened in the vertical direction while changing the position in the circumferential direction.
According to a fifth aspect of the present invention, in the configuration of the third or fourth aspect of the present invention, the solidified material is pumped from the solidified material supply source by air pressure into the side wall by a supply pipe, and the upper end opening of the side wall is solidified. It is characterized in that a configuration in which a material is covered with a ventilation sheet that cannot pass through is added.
[0006]
[Action]
The invention of claim 1 divides the entire ground of the construction area of the soft ground into small areas of the same area, and measures the solidified material to a predetermined capacity with a measuring means, and then measures the measured predetermined volume of the solidified material to each small area. The solidification material 1 is laminated | stacked by uniform thickness over the whole ground of a construction range by each spraying in an area | region and leveling flat so that it may not protrude from there.
According to a second aspect of the present invention, in the configuration according to the first aspect, the weighing means is a weighing hopper, the solidifying material is supplied and deposited in the weighing hopper, and the deposition height reaches a predetermined position. Since the supply of solidification material was stopped at that time and all the solidification material deposited from the opening / closing port opened on the bottom surface was added, the accumulated height of the solidification material supplied into the weighing hopper was predetermined. By stopping the supply of the solidifying material when the position is reached, it is detected that the amount of solidified material accumulated has reached a preset capacity. All of the material is sprayed from the opening on the bottom.
According to a third aspect of the present invention, in the configuration according to the first or second aspect, the weighing hopper confirms a deposition height of the solidified material supplied from the outside at a predetermined height position of the side wall. Therefore, the height position of the solidified material deposited inside the side wall can be visually detected from the outside of the side wall through the fluoroscopic window.
According to a fourth aspect of the present invention, in the configuration of the third aspect, the solidification material supply pipe communicating with the solidification material supply source is inserted and arranged in the vertical direction from the upper end opening side of the side wall toward the center of the bottom surface. In this supply pipe, a configuration in which a plurality of solidification material discharge holes are opened in the vertical direction while changing the position in the circumferential direction is added, so that the solidification material is supplied from the solidification material supply source to the supply pipe. As a result, the solidified material 1 is discharged from the plurality of discharge holes that are opened in the vertical direction while changing the position in the circumferential direction, and the solidified material accumulation surface is flattened without being partially offset, and remains in a substantially horizontal state. To rise.
According to a fifth aspect of the present invention, in the structure according to the third or fourth aspect, the solidification material is pumped from the solidification material supply source to the inside of the side wall by air pressure from a supply pipe, and the upper end opening of the side wall is solidified. Since a structure covered with a ventilation sheet that cannot pass through is added, the air supplied to the inside of the side wall for pumping the solidified material from the solidified material supply source passes through the dustproof sheet in the upper end opening to the outside. It flows out but does not pass through the solidified material.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
In this embodiment, as shown in FIGS. 1 to 4, as a means for dividing the entire ground A1 in the construction area of the soft ground A into small areas A2 of the same area, powder such as lime is applied to the entire ground in the construction area A1. By marking the body linearly, it marks the plane rectangular grid, trapezoid, triangle, etc., and shows the case where the weighing means 2 of the solidified material 1 to be sprayed on these small areas A2 ... is a weighing hopper. is there.
[0008]
The weighing hopper 2 includes a side wall 2a having at least a lower portion formed in a funnel shape, an upper surface opening portion 2b for supplying contents opened at an upper end thereof, and an opening / closing port 2c opened at the bottom surface. It has a conventionally well-known structure that is movably suspended by an elevator (not shown) such as a crane. In this embodiment, the opening / closing port 2b is opened and closed by manual operation of the operation lever 2d while being lifted by a crane.
[0009]
The side wall 2a of the weighing hopper 2 is provided with a see-through window 2e for seeing through the accumulated height of the solidifying material 1 supplied to the inside at a predetermined height position, and the side wall is passed through the see-through window 2e. An operator can visually detect from the outside of 2a, and the transparent window 2e may be simply penetrated, or may be closed by attaching a transparent plate 2e 'made of glass or synthetic resin, for example. good.
[0010]
In the case of the illustrated example, two of the see-through windows 2e are opened at a position near the upper end of the side wall 2a and at a position lower than the see-through window 2a. When the deposition surface of the solidifying material 1 rises to a position where it can be seen through, it is set so that the amount of solidifying material 1 deposited in the side wall 2a is 1 t, and the height through which the high fluoroscopic window 2e can be seen through is set. When the deposition surface of the solidifying material 1 rises to this position, the amount of the solidifying material 1 deposited in the side wall 2a is set to 1.5 t.
[0011]
Further, in the weighing hopper 2, the supply pipe 3 of the solidified material 1 communicating with the supply source of the solidified material 1 is inserted and arranged in the vertical direction from the upper end opening 2b side of the side wall 2a toward the center of the bottom surface. A plurality of discharge holes 3 a of the solidifying material 1 are opened in the pipe 3 in the vertical direction while changing the position in the circumferential direction.
[0012]
In the case of the present embodiment, the base end of a hose H communicating with a tank car or a pressure feed car (not shown) corresponding to the supply source of the solidifying material 1 is connected by piping, and further, as shown in FIG. The pipe 3 is bent into a substantially L shape, and is supported by penetrating the upper end of the side wall 2a, thereby connecting the pipe 3 to the distal end of the hose H to the base end 3b protruding to the outside of the side wall 2a. A plurality of discharge holes 3a are opened by vertically disposing a tip 3c projecting into the side wall 2a.
[0013]
Furthermore, the upper surface opening 2b of the weighing hopper 2 is covered with a ventilation sheet 2f through which the solidifying material 1 cannot pass. The ventilation sheet 2 has excellent air permeability and the solidifying material 1 is a micron such as a cement-based solidifying material. It is preferable to use a fine powder of unit that hardly passes.
In the case of the illustrated example, as shown in FIGS. 1 and 2, it is fixed by a metal strip 2g such as iron so as to be exchangeable.
[0014]
Furthermore, as shown in FIG. 3, the opening / closing port 2c of the weighing hopper 2 is covered with a cylindrical anti-scattering cover 2h around the opening / closing port 2c in order to prevent the solidifying material 1 from flying up when discharged. Preferably, if the scattering prevention cover 2h is formed of a deformable material such as cloth, the solidified material 1 discharged as shown by the one-dot chain line in FIG. 3 when the weighing hopper 2 is suspended by a crane or the like. It hangs so as to surround it and can be folded as shown by a two-dot chain line in FIG.
[0015]
On the other hand, in at least one or a plurality of the small areas A2... Dividing the entire ground area A1 of the construction area, the scale 4 is disposed so as not to be displaced at the end of each small area A2, and the scale 4 is solidified. Although not shown in the drawing, a scale for displaying the height from the ground may be provided by forming it higher than the stacking height of the solidified material 1.
[0016]
In the illustrated example, as shown in FIG. 1 and FIG. 2, four plate-like scales 4... Are placed at four corners of the small area A2, but the present invention is not limited to this. One continuous scale 4 may be arranged along the outer periphery of the small section A2, and it may be a foldable structure so as to be advantageous for carrying.
[0017]
Next, the lamination method of such ground improvement material is demonstrated according to process order.
First, as shown in FIG. 2, the entire ground A1 of the construction area of the soft ground A is divided into small areas A2... Having the same area by marking, and the weighing hopper 2 is moved onto one of these small areas A2. And place it horizontally.
[0018]
In this state, supply of the solidified material 1 is started via a hose H by air pressure from a tank car or a pressure-fed vehicle (not shown) corresponding to the supply source of the solidified material 1, and a supply pipe 3 connected to the hose H To the inside of the side wall 2a of the weighing hopper 2.
[0019]
Thereafter, the height position of the solidified material 1 deposited inside the side wall 2a was visually confirmed by the operator from the outside of the side wall 2a through the transparent window 2e, and the deposited height of the solidified material 1 reached a predetermined position. If the supply of the solidifying material 1 is stopped at the time, it is detected that the accumulation amount of the solidifying material 1 has reached a preset capacity (1 t or 1.5 t).
[0020]
In this state, as shown in FIG. 1, the weighing hopper 2 is lifted by a crane or the like so that an appropriate interval is provided between the ground and the small area A2, and the bottom surface is opened and closed while being moved laterally within the small area A2 as necessary. If the opening 2c is opened, all of the solidified material 1 weighed by the weighing hopper 2 is sprayed into the small area A2.
[0021]
Thereafter, the spread solidified material 1 is flattened by an operator using a leveling plate or the like so as not to protrude from the small area A2.
At this time, if the scale 4 having a height corresponding to the stacking height of the solidified material 1 is arranged at the end of the small area A2 so as not to be displaced, a slight error occurs in the measurement of the solidified material 1 by the weighing hopper 2. Even so, this error can be checked by the scale 4, and the excess or deficiency of the solidified material 1 can be corrected quickly.
[0022]
After that is completed, the above-described operation is repeated for each sub-area A2..., Whereby the solidified material 1 is laminated to a uniform thickness over the entire ground surface A1 of the construction area, so that a bag pack is used. The laminated thickness of the solidifying material 1 can be equalized without performing the process [0023]
After that, although not shown, for example, stirring and mixing of the solidified material 1 with a rotary stabilizer, etc., leveling with a bulldozer, etc., and rolling with a vibrating roller, etc. are sequentially performed. A part of the entire ground surface A1 is dug up to check the ground improvement depth.
[0024]
Further, in the case of the present embodiment, since the weighing hopper is used as the weighing means 2, the supply of the solidifying material 1 is stopped when the deposition height of the solidifying material 1 supplied therein reaches a predetermined position. When it is detected that the accumulation amount of the solidifying material 1 has reached a preset capacity, and the opening / closing port 2c is opened in this state, all of the measured solidifying material 1 is sprayed from the opening / closing port 2c on the bottom surface. The
As a result, there is an advantage that the weighing work and the spreading work of the solidified material 1 can be facilitated.
[0025]
Further, since the see-through window 2e is provided at a predetermined height position on the side wall 2a, it can be detected visually from the outside of the side wall 2a through the see-through window 2e.
As a result, there is an advantage that the solidifying material 1 can be accurately measured with a simple structure.
[0026]
Then, if the solidifying material 1 is supplied from the supply source of the solidifying material 1 to the supply pipe 3, the solidifying material 1 is discharged from the discharge holes 3a which are opened in the vertical direction while changing the position in the circumferential direction. As a result, the deposition surface of the solidifying material 1 is flattened without being partly shifted, and rises in a substantially horizontal state.
As a result, there is an advantage that unevenness can be prevented from occurring on the deposition surface of the solidifying material 1 and measurement can be accurately performed from the fluoroscopic window 2c.
[0027]
Further, the air supplied to the inside of the side wall 2a for pumping the solidified material 1 from the supply source of the solidified material 1 flows out through the dustproof sheet 2f of the upper end opening 2b, but does not pass through the solidified material 1.
As a result, there is an advantage that dust generation of the solidified material 1 can be prevented.
[0028]
In the previous embodiment, as a means for dividing the entire ground area A1 of the construction area of the soft ground A into small areas A2,... Of the same area, powder such as lime is linearly formed over the entire ground area of the construction area A1. Although the case of marking in a grid pattern has been shown, the present invention is not limited to this. For example, it is possible to classify by placing a frame of a size surrounding the outer periphery of each small area A2 or a lattice-shaped frame. Further, it is preferable that these frames are formed so as to have a scale having a height that matches the stacking height of the solidifying material 1.
Moreover, although the case where the weighing | measuring means 2 of the solidification material 1 is a measurement hopper was shown, it is not limited to this, A substitute may be used if it has the same function as the measurement hopper mentioned above.
[0029]
【The invention's effect】
As described above, the invention according to claim 1 of the present invention divides the entire ground of the construction area of the soft ground into small areas of the same area, and after weighing the solidified material to a predetermined capacity by the weighing means, The solidified material 1 is laminated to a uniform thickness over the entire ground of the construction range by spraying a predetermined amount of the solidified material that has been weighed into each small area and leveling it flat so that it does not protrude from there. Therefore, the laminated thickness of the solidified material can be equalized without using a bag pack.
Therefore, compared to the conventional method in which the solidified material is sprinkled all over the ground in the construction area, the soft ground and the solidified material can be mixed uniformly to solidify the entire ground in the construction area to a uniform state. Even if solidified material is sprayed, it does not fly up to the ground as dust, and contamination of the work area and the surrounding area can be prevented.
In addition, compared to the case where multiple bag packs are placed at regular intervals and sprayed, the bag packs are not used, so there is no cost for bags, labor costs for bag packing operations, and packaging bag disposal costs. , Can be kept to the lowest cost.
[0030]
In addition to the effect of the invention of claim 1, the invention of claim 2 stops the supply of the solidifying material when the deposition height of the solidifying material supplied into the weighing hopper reaches a predetermined position. It is detected that the amount of the deposited material has reached a preset capacity, and by opening the opening / closing port in this state, all of the measured solidifying material is sprayed from the opening / closing port on the bottom surface. Weighing work and spraying work can be facilitated.
Therefore, the entire work can be performed quickly and the work period can be shortened.
[0031]
In addition to the effect of the invention of claim 1 or 2, the invention of claim 3 is simple because the height position of the solidified material deposited inside the side wall can be visually detected from the outside of the side wall through the transparent window. The solidified material can be accurately measured with a simple structure.
[0032]
In addition to the effect of the invention of claim 3, the invention of claim 4 is provided with a plurality of holes in the vertical direction while changing the position in the circumferential direction by supplying the solidification material from the supply source of the solidification material to the supply pipe. The solidified material 1 is discharged from the discharge holes, respectively, and the solidified material deposition surface is flattened without being partially offset and rises in a substantially horizontal state, so that the solidified material deposited surface is prevented from being uneven. Thus, it can be accurately measured from the perspective window.
[0033]
According to the fifth aspect of the present invention, in addition to the effect of the third or fourth aspect of the present invention, the air supplied to the inside of the side wall for pumping the solidified material from the solidified material supply source has a dustproof sheet at the upper end opening. Since it passes through and flows out to the outside, the solidified material does not pass through, so it is possible to prevent the solidified material from generating dust.
Therefore, the work can be performed in a residential area.
[Brief description of the drawings]
FIG. 1 is a perspective view of a method for laminating a ground improvement material according to an embodiment of the present invention, and shows a sprayed state of a solidified material.
FIG. 2 is a perspective view showing when a solidifying material is supplied.
FIG. 3 is a longitudinal front view of the weighing hopper.
FIG. 4 is a vertical side view of a weighing hopper.
[Explanation of symbols]
A Soft ground A1 Whole ground of construction area A2 Small area 1 Solidified material 2 Measuring means (measuring hopper) 2a Side wall 2b Upper end opening 2c Opening and closing port 2e Viewing window 2f Ventilation sheet 3 Supply pipe 3a Discharge hole

Claims (5)

軟弱地盤(A)の地面全体に粉状又は粉粒状の固化材(1)を散布して均等厚さに積層する地盤改良材の積層方法において、
前記軟弱地盤(A)の施工領域の地面全体(A1)を同一面積の小区域(A2)に区分けする工程と、
固化材(1)を計量手段(2)で所定容量に計量する工程と、
この計量された所定容量の固化材(1)を各小区域(A2)内に夫々散布して該小区域(A2)からはみ出ることなく平坦に均す工程と、
からなることを特徴とする地盤改良材の積層方法。
In the laminating method of the ground improvement material which spreads the powdery or granular solidified material (1) over the entire ground of the soft ground (A) and laminates it to an equal thickness,
Dividing the entire ground (A1) of the construction area of the soft ground (A) into small areas (A2) of the same area;
A step of weighing the solidified material (1) to a predetermined volume by the weighing means (2);
A step of spraying the measured predetermined volume of solidified material (1) into each of the small areas (A2) and leveling them flat without protruding from the small areas (A2);
A method for laminating a ground improvement material, comprising:
前記計量手段(2)が計量ホッパーであり、この計量ホッパー内に固化材(1)を供給して堆積させ、その堆積高さが所定位置に達した時点で固化材(1)の供給を停止し、その底面に開設された開閉口(2c)から堆積した固化材(1)の総てを散布させた請求項1記載の地盤改良材の積層方法。The weighing means (2) is a weighing hopper. The solidifying material (1) is supplied and deposited in the weighing hopper, and the supply of the solidifying material (1) is stopped when the deposition height reaches a predetermined position. The method for laminating a ground improvement material according to claim 1, wherein all of the solidified material (1) deposited from the opening and closing port (2c) opened on the bottom surface is dispersed. 請求項1または2記載の地盤改良材の積層方法に使用する計量ホッパー(2)が、その側壁(2a)の所定高さ位置に、その内部に供給される固化材(1)の堆積高さを外部から確認するための透視窓(2e)を設けたことを特徴とする計量ホッパー。3. The pile height of the solidified material (1) supplied to the inside of the weighing hopper (2) used in the ground improvement material laminating method according to claim 1 or 2 at a predetermined height position of the side wall (2a). A weighing hopper provided with a see-through window (2e) for confirming from the outside. 前記固化材(1)の供給源に連通する固化材(1)の供給管(3)を、側壁(2a)の上端開口部(2b)側から底面中央へ向けて縦方向へ挿入配備し、この供給管(3)には、固化材(1)の吐出孔(3a)を、周方向へ位置を変えながら縦方向へ複数開穿した請求項3記載の計量ホッパー。The supply pipe (3) of the solidified material (1) communicating with the supply source of the solidified material (1) is inserted and deployed in the vertical direction from the upper end opening (2b) side of the side wall (2a) toward the center of the bottom surface, The measuring hopper according to claim 3, wherein a plurality of discharge holes (3a) of the solidifying material (1) are opened in the longitudinal direction in the supply pipe (3) while changing positions in the circumferential direction. 前記固化材(1)の供給源から空気圧で固化材(1)を供給管(3)により側壁(2a)の内部へ圧送し、この側壁(2a)の上端開口部(2b)を固化材(1)が通過不能な通気シート(2f)で被覆した請求項3または4記載の計量ホッパー。The solidified material (1) is pneumatically fed from the supply source of the solidified material (1) to the inside of the side wall (2a) by the supply pipe (3), and the upper end opening (2b) of the side wall (2a) is solidified ( The weighing hopper according to claim 3 or 4, wherein 1) is covered with a ventilation sheet (2f) that cannot pass.
JP2002140134A 2002-05-15 2002-05-15 Method of laminating ground improvement material and weighing hopper used therefor Expired - Fee Related JP3728426B2 (en)

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