JPH1181299A - Subsoil improving machine and subsoil improving method using it - Google Patents

Subsoil improving machine and subsoil improving method using it

Info

Publication number
JPH1181299A
JPH1181299A JP24709797A JP24709797A JPH1181299A JP H1181299 A JPH1181299 A JP H1181299A JP 24709797 A JP24709797 A JP 24709797A JP 24709797 A JP24709797 A JP 24709797A JP H1181299 A JPH1181299 A JP H1181299A
Authority
JP
Japan
Prior art keywords
guide post
chain member
main chain
enlarged
subsoil
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP24709797A
Other languages
Japanese (ja)
Inventor
Mamoru Hamano
野 衛 浜
Etsuo Hirakawa
川 悦 雄 平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanwa Kizai Co Ltd
Original Assignee
Sanwa Kizai Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sanwa Kizai Co Ltd filed Critical Sanwa Kizai Co Ltd
Priority to JP24709797A priority Critical patent/JPH1181299A/en
Publication of JPH1181299A publication Critical patent/JPH1181299A/en
Pending legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently perform improvement extending over the wide range of subsoil. SOLUTION: This subsoil improving machine is provided with a guide frame installed in a jobfield, a guide post elevatably moving leader 9 movable in the horizontal direction to the guide frame, a guide post 10 elevatably supported with the leader 9, and a main chain member 19 windingly provided on the outer circumference of the guide post 10 capably of endlessly rotationally moving and projectingly provided with drilling blades 18 on the outer face. It is further provided with a chain member 26 for enlarged drilling windingly provided extending over the required range in the vertical direction on both sides of the lower part of the guide post 10 capably of endlessly rotationally moving and projectingly provided with drilling blades 25 on the outer face.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、所定深度位置の地
盤を広範囲にわたり改良するための底盤改良機およびこ
れを用いた底盤改良工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bottom improvement machine for improving a ground at a predetermined depth over a wide range and a bottom improvement method using the same.

【0002】[0002]

【従来の技術】従来から、地盤の所定深度位置(底盤と
いう)を広範囲にわたって改良し、強固な底盤とするた
めの底盤改良工法が広く行われている。
2. Description of the Related Art Conventionally, a bottom improvement method for improving a predetermined depth position of a ground (referred to as a bottom) over a wide range to obtain a strong bottom has been widely performed.

【0003】上記従来の底盤改良施工には、先端に撹拌
羽根または高圧噴射ノズル等の撹拌混合手段を備えた掘
削ロッドを地中に挿入し、所定深度の地盤を改良したの
ち掘削ロッドを引抜き、次いで次位の箇所に掘削ロッド
を移動させて再び地中に挿入し、底盤を改良することを
繰返して行う工法を用いることが一般的であった。
[0003] In the above-mentioned conventional bottom improvement work, a drilling rod provided with stirring and mixing means such as a stirring blade or a high-pressure injection nozzle at the tip is inserted into the ground, the ground at a predetermined depth is improved, and then the drilling rod is pulled out. Next, it was common to use a construction method in which the drilling rod was moved to the next place, inserted into the ground again, and the floor was improved repeatedly.

【0004】[0004]

【発明が解決しようとする課題】しかるに上記従来の工
法では、掘削ロッドの1回の挿入により改良される底盤
の範囲が狭いため、広範囲にわたる底盤を改良するには
掘削ロッドの引抜きと挿入とを何回も繰返して行わなけ
ればならず、その結果作業能率が著しく低いという問題
があった。
However, in the above-mentioned conventional method, since the range of the bottom which can be improved by one insertion of the drilling rod is narrow, it is necessary to pull out and insert the drilling rod in order to improve the wide bottom. It has to be repeated many times, and as a result, there is a problem that the working efficiency is extremely low.

【0005】[0005]

【課題を解決するための手段】本発明は、掘削ロッド等
の挿入・引抜きの回数を低減し、広範囲にわたる底盤の
改良を高能率に行えるようにすることを課題とするもの
で、作業現場に設立され水平方向に移動可能なガイドポ
スト昇降用リーダと、このリーダに昇降可能に支持され
たガイドポストと、このガイドポストの外周にそって無
端回動自在に巻装され外面に掘削刃が突設された主チエ
ン部材とを備え、前記ガイドポストの下端両側に上下方
向所要範囲にわたり無端回動自在に巻装され外面に掘削
刃が突設された拡大掘削用チエン部材を具有することを
特徴とする底盤改良機と、この底盤改良機を用い、上記
ガイドポストを縦方向に掘進させて前記拡大掘削用チエ
ン部材を地盤の所定深度に位置させ、次いでガイドポス
トを横方向へ移動させて前記主チエン部材と拡大掘削用
チエン部材とで地盤を横方向に掘進するとともに掘削土
砂に地盤改良薬液を供給して撹拌混合し、上記作業の途
中で横方向移動を停止して前記主チエン部材と拡大掘削
用チエン部材との正逆回転を繰返して所定深度の底盤を
横方向に順次改良していくことを特徴とする底盤改良工
法を提供するものである。
SUMMARY OF THE INVENTION It is an object of the present invention to reduce the number of times of insertion and withdrawal of a drilling rod and the like so that a bottom plate can be improved over a wide area with high efficiency. A guide post elevating leader that is established and movable in the horizontal direction, a guide post that is supported by the leader so as to be able to move up and down, and an excavation blade protrudes from the outer surface so as to be endlessly rotatable around the outer periphery of the guide post. And a main chain member provided on the lower end of the guide post. Using the bottom improvement machine and the bottom improvement machine, the guide post is vertically excavated to position the enlarged excavation chain member at a predetermined depth of the ground, and then the guide post is moved in the horizontal direction. Then, the ground is dug laterally by the main chain member and the enlarged drilling chain member, and the ground improvement chemical liquid is supplied to the excavated earth and sand, and the mixture is agitated and mixed. It is an object of the present invention to provide a bottom plate improving method characterized by successively improving a bottom plate at a predetermined depth in a lateral direction by repeating forward and reverse rotations of a chain member and an enlarged drilling chain member.

【0006】[0006]

【発明の実施の形態】以下、本発明を図面に示す実施の
形態を参照して説明する。図1は本発明による底盤改良
機の一実施形態の正面を示し、図2は同側面を示してお
り、これらの図において符号1はガイドフレームで、左
右のクローラ2,2を有するベースマシン3の該クロー
ラ2,2を支持する架台4の一側(クローラの進行方向
一側)にこれと平行して下端が垂直に支持され、このガ
イドフレーム1の上部とベースマシン3の他側部とは補
強用のステー5により連結されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to embodiments shown in the drawings. FIG. 1 shows a front view of an embodiment of a bottom plate improving machine according to the present invention, and FIG. 2 shows the same side surface. In these figures, reference numeral 1 denotes a guide frame, and a base machine 3 having left and right crawlers 2 and 2. The lower end is vertically supported parallel to one side (one side in the traveling direction of the crawler) of a mount 4 supporting the crawlers 2 and 2, and the upper part of the guide frame 1 and the other side of the base machine 3 Are connected by a stay 5 for reinforcement.

【0007】前記ガイドフレーム1は、複数本の縦柱
6,6…と上下の梁材7,7とで正面視横長矩形状に形
成され、その外面側の上下部にはレール8,8が水平方
向に設けられており、このレール8,8にガイドポスト
昇降用リーダ9(以下単にリーダと略称する)が含油メ
タル等の摺動部材(図示せず)を介して水平方向に横行
可能に支持されている。
The guide frame 1 is formed of a plurality of vertical columns 6, 6,... And upper and lower beams 7, 7, in a horizontally elongated rectangular shape as viewed from the front, and rails 8, 8 are provided at upper and lower portions on the outer surface side. A guide post elevating leader 9 (hereinafter simply referred to as a leader) can be traversed in the horizontal direction on the rails 8 and 8 via a sliding member (not shown) such as an oil-impregnated metal. Supported.

【0008】前記リーダ9の外側面にはガイド部9a,
9aがあり、このガイド部にガイドポスト10の上部の
駆動部11がスライド部材12,12を介して上下方向
移動自在に支持され、この駆動部11と前記リーダ9と
は遠隔操作により作動される駆動部昇降用油圧シリンダ
13により連結されるようになっており、通常のように
油圧シリンダ13がストロークエンドに達したときガイ
ドポスト10をその位置でロックし、油圧シリンダ13
を短縮させてその位置で再びガイドポスト10に連結す
るようにして尺取虫運動により順次ガイドポスト10を
押込むようになっている。
On the outer surface of the reader 9, guide portions 9a,
9a, a drive portion 11 above the guide post 10 is supported by the guide portion via slide members 12 and 12 so as to be vertically movable, and the drive portion 11 and the reader 9 are operated by remote control. The guide post 10 is locked at that position when the hydraulic cylinder 13 reaches the stroke end as usual, and the hydraulic cylinder 13
Is shortened, and the guide post 10 is sequentially pushed in by the tapeworm movement so as to be connected to the guide post 10 again at that position.

【0009】前記リーダ9の上下部には、リーダ9を移
動させるための横行用シリンダ14が水平方向に固設さ
れており、このシリンダ14のピストンロッドを伸縮さ
せてその先端の係合位置を変え、尺取虫運動により前記
リーダ9を横行させるようになっている。なおこのリー
ダ9の横行に関しては、横行用シリンダ14によらず、
ベースマシン3を走行させることによってもよい。
A traversing cylinder 14 for moving the leader 9 is fixed horizontally in the upper and lower portions of the leader 9, and the piston rod of the cylinder 14 is expanded and contracted to adjust the engagement position of the tip. In other words, the leader 9 is made to traverse by a shading insect movement. Regarding the traversing of the reader 9, regardless of the traversing cylinder 14,
Alternatively, the base machine 3 may be run.

【0010】前記駆動部11には、モータ15によって
駆動される駆動スプロケット16が設けられ、ガイドポ
スト10の下端には従動スプロケット17が軸支されて
おり、これらスプロケット16,17間には、外側面に
掘削刃18,18…が固設された主チエン部材19が巻
装されていてガイドポスト10の外周にそって無端回動
自在とされている。
The drive section 11 is provided with a drive sprocket 16 driven by a motor 15, and a driven sprocket 17 is pivotally supported at a lower end of the guide post 10. An outer space is provided between the sprockets 16 and 17. A main chain member 19 on which the excavating blades 18, 18,... Are fixed is wound around the side surface, and is endlessly rotatable along the outer periphery of the guide post 10.

【0011】前記ガイドポスト10の下端から上方にか
けて所要範囲にわたる前後側面には、縦長箱状を有する
支持枠20,20が固設され、これら支持枠20,20
の下端には前記ガイドポスト10の従動スプロケット1
7の従動軸21上にスプロケット22,22が固着さ
れ、支持枠20,20の上端にはガイド輪23,23が
軸24により回転自由に取付けられており、これらスプ
ロケット22,22とガイド輪23,23との間には外
側面に掘削刃25,25…が固設された拡大掘削用チエ
ン部材26が巻装されて前記主チエン部材19の回転に
従動して同方向に回転するように形成されている。した
がってガイドポスト10の下端部においては、主チエン
部材19の掘削刃18の横幅の略3倍の横幅を有するも
のとなっている。
On the front and rear side surfaces of the guide post 10 extending from the lower end to the upper side in a required range, support frames 20, 20 having a vertically long box shape are fixedly mounted.
The driven sprocket 1 of the guide post 10 is
7, a sprocket 22, 22 is fixed on a driven shaft 21, and guide wheels 23, 23 are rotatably mounted on the upper ends of the support frames 20, 20 by a shaft 24. The sprockets 22, 22 and the guide wheel 23 , 23 are wound with an enlarged digging chain member 26 having digging blades 25, 25,... Fixed on the outer surface, and are rotated in the same direction following the rotation of the main chain member 19. Is formed. Therefore, the lower end of the guide post 10 has a width approximately three times the width of the excavating blade 18 of the main chain member 19.

【0012】前記ガイド輪23,23の軸24はチエン
テンショナ27により上下方向の位置を可調整とされて
おり、拡大掘削用チエン部材26,26の張りを調整可
能とされている。
The positions of the shafts 24 of the guide wheels 23, 23 in the vertical direction can be adjusted by a chain tensioner 27, and the tension of the chain members 26, 26 for enlarged excavation can be adjusted.

【0013】前記ガイドポスト10にはセメントミルク
等の地盤改良薬液を供給する薬液通路(図示せず)が通
常のように設けられており、前記各支持枠20,20内
に分岐された薬液通路28(図3示)が支持枠20,2
0の下端の下向き傾斜面部に開口された薬液吐出口29
に連通され、随時薬液を地中に吐出し得るようになって
いる。
A chemical passage (not shown) for supplying a ground improvement chemical such as cement milk is provided in the guide post 10 as usual, and the chemical passages branched into the support frames 20 and 20 are provided. 28 (shown in FIG. 3) are support frames 20, 2
Chemical discharge port 29 opened on the downward inclined surface of the lower end of zero
, And can discharge the chemical liquid into the ground at any time.

【0014】図5は、掘削土砂の撹拌混合効率を高める
ため、主チエン部材19と拡大掘削用チエン部材26,
26との回転方向を逆方向とする場合の一例を示すもの
で、ガイドポスト10の下端のスプロケット17のボス
部と支持枠20,20の下端のスプロケット22,22
のボス部とにそれぞれベベルギヤ30,31を固着して
これらベベルギヤ30,31に中間のベベルギヤ32を
噛合させ、主チエン部材19に対し拡大掘削用チエン部
材26,26が逆方向に回転するようになっている。
FIG. 5 shows the main chain member 19 and the enlarged drilling chain member 26,
26 shows an example in which the direction of rotation is opposite to that of the boss portion of the sprocket 17 at the lower end of the guide post 10 and the sprockets 22, 22 at the lower end of the support frames 20, 20.
Bevel gears 30 and 31 are fixed to the boss portions of the shafts, respectively, and an intermediate bevel gear 32 is meshed with these bevel gears 30 and 31 so that the enlarged drilling chain members 26 and 26 rotate in the opposite direction with respect to the main chain member 19. Has become.

【0015】次に上記実施形態の作用を説明する。Next, the operation of the above embodiment will be described.

【0016】施工現場にベースマシン3を移動させ、ガ
イドポスト10の下端の主チエン部材19および拡大掘
削用チエン部材26,26の各掘削刃18,25を接地
させる。次いで駆動部11のモータ15を駆動してスプ
ロケット16を回動させて主チエン部材19および拡大
掘削用チエン部材26,26を回転駆動する一方、駆動
部昇降用油圧シリンダ13を作動してガイドポスト10
を順次押込む。こうして油圧シリンダ13による尺取虫
運動により所定の深度まで掘削が進行したら、その状態
で横行シリンダ14,14を伸長作動させてリーダ9を
水平移動させるか、あるいはベースマシン3を走行させ
てリーダ9を水平移動させる。
The base machine 3 is moved to the construction site, and the main chain member 19 at the lower end of the guide post 10 and the digging blades 18 and 25 of the enlarged digging chain members 26 and 26 are grounded. Next, the motor 15 of the drive unit 11 is driven to rotate the sprocket 16 to rotate the main chain member 19 and the enlarged excavation chain members 26, 26, while operating the drive unit elevation hydraulic cylinder 13 to guide the guide post. 10
Press in order. When the excavation progresses to a predetermined depth by the shading insect movement by the hydraulic cylinder 13 in this way, the traversing cylinders 14 and 14 are extended in this state to move the leader 9 horizontally, or the base machine 3 is run to move the leader 9 horizontally. Move.

【0017】これにより地盤は図6に断面を示すように
主チエン部材19の掘削刃18により掘削されていく幅
狭な部分aと、前後の拡大掘削用チエン部材26,26
の掘削刃25が協働して掘削されていく幅広な部分bと
が形成されて行く。そして上記掘削中に薬液吐出口29
から噴出するセメントミルクなどの薬液が拡大掘削用チ
エン部材26,26の掘削刃25で掘削される領域の掘
削土砂と撹拌混合され、底盤が改良される。この場合、
掘削撹拌途中で主チエン部材19を正逆回転を繰返えさ
せることが撹拌混合を良化させることができるので好ま
しい。また図5に例示したように主チエン部材19の回
転方向に対し拡大掘削用チエン部材26,26を逆方向
回転とすれば、掘削中における撹拌混合を一層良好に行
うことができる。
As a result, the ground is narrowed by the excavating blade 18 of the main chain member 19 as shown in the cross section of FIG.
And a wide portion b in which the excavating blades 25 are cooperatively excavated. During the excavation, the chemical solution discharge port 29
The chemical liquid such as cement milk spouted from the pit is stirred and mixed with the excavated earth and sand in the area excavated by the excavating blade 25 of the enlarged excavating chain members 26, 26, and the bottom is improved. in this case,
It is preferable to repeat the forward and reverse rotation of the main chain member 19 during the excavation and stirring because the stirring and mixing can be improved. In addition, as shown in FIG. 5, when the enlarged excavation chain members 26, 26 are rotated in the reverse direction with respect to the rotation direction of the main chain member 19, the stirring and mixing during excavation can be performed more favorably.

【0018】所定範囲にわたる底盤の改良が完了したの
ちは、油圧シリンダ13を前記押込み時とは逆の操作を
行うことによりガイドポスト10を引上げて抜きとる。
After the improvement of the bottom plate over a predetermined range is completed, the guide post 10 is pulled up and removed by performing the reverse operation of the pushing operation of the hydraulic cylinder 13.

【0019】[0019]

【発明の効果】以上説明したように本発明によれば、従
来のように掘削ロッド等の挿入・引抜きを繰返して行う
必要がないので底盤の改良を高能率に行うことができ
る。また薬液と掘削土砂とを撹拌混合する場合も拡大掘
削された領域内で行えるので無駄な領域の改良が生じ
ず、効率のよい底盤改良を行うことができる。
As described above, according to the present invention, it is not necessary to repeatedly insert and withdraw a drilling rod or the like as in the prior art, so that the bottom plate can be improved with high efficiency. In addition, when the chemical solution and the excavated earth and sand are mixed and stirred, the mixing can be performed within the enlarged excavated region, so that the useless region is not improved, and the bottom plate can be efficiently improved.

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

【図1】本発明による底盤改良機の一実施形態を示す正
面図。
FIG. 1 is a front view showing an embodiment of a bottom board improving machine according to the present invention.

【図2】同、側面図。FIG. 2 is a side view of the same.

【図3】図1、図2におけるガイドポストの下端部を示
す拡大正面図。
FIG. 3 is an enlarged front view showing a lower end portion of the guide post in FIGS. 1 and 2;

【図4】同、側面図。FIG. 4 is a side view of the same.

【図5】図1、図2における拡大掘削用チエン部材の逆
転機構の一例を示す一部の断面図。
FIG. 5 is a partial cross-sectional view showing an example of a reversing mechanism of the chain member for enlarged excavation in FIGS. 1 and 2;

【図6】地盤の掘削跡の形状を示す説明図。FIG. 6 is an explanatory diagram showing a shape of a ground excavation trace.

【符号の説明】[Explanation of symbols]

1 ガイドフレーム 2 クローラ 3 ベースマシン 8 レール 9 ガイドポスト昇降用リーダ 10 ガイドポスト 11 駆動部 13 駆動部昇降用油圧シリンダ 14 横行用シリンダ 18,25 掘削刃 19 主チエン部材 20 支持枠 26 拡大掘削用チエン部材 27 チエンテンショナ 29 薬液の吐出口 DESCRIPTION OF SYMBOLS 1 Guide frame 2 Crawler 3 Base machine 8 Rail 9 Leader for raising / lowering guide post 10 Guide post 11 Drive part 13 Hydraulic cylinder for raising / lowering drive part 14 Cylinder for traversing 18, 25 Drilling blade 19 Main chain member 20 Support frame 26 Enlarged drilling chain Member 27 Chain tensioner 29 Discharge port of chemical solution

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】作業現場に設立され水平方向に移動可能な
ガイドポスト昇降用リーダと、このリーダに昇降可能に
支持されたガイドポストと、このガイドポストの外周に
そって無端回動自在に巻装され外面に掘削刃が突設され
た主チエン部材とを備え、前記ガイドポストの下部両側
に上下方向所要範囲にわたり無端回動自在に巻装され外
面に掘削刃が突設された拡大掘削用チエン部材を具有す
ることを特徴とする底盤改良機。
1. A guide post elevating and lowering leader which is established at a work site, is movable in a horizontal direction, a guide post which is supported by the reader so as to be able to ascend and descend, and is endlessly rotatable around the outer periphery of the guide post. And a main chain member having a cutting edge protruding on the outer surface, and an endlessly rotatable winding endlessly rotatable over a required range in the vertical direction on both lower sides of the guide post. A bottom plate improving machine comprising a chain member.
【請求項2】ガイドポストの外周にそって無端回動自在
に巻装され外面に掘削刃が突設された主チエン部材と、
このガイドポストの下部両側に所定の範囲にわたり無端
回動自在に巻装され外面に掘削刃が突設された拡大掘削
用チエン部材とを有する底盤改良機を用い、上記ガイド
ポストを縦方向に掘進させて前記拡大掘削用チエン部材
を地盤の所定深度に位置させ、次いで前記ガイドポスト
を横方向へ移動させて前記主チエン部材と拡大掘削用チ
エン部材とで地盤を横方向に掘進するとともに掘削土砂
に地盤改良薬液を供給して撹拌混合し、上記作業の途中
で横方向移動を停止して前記主チエン部材と拡大掘削用
チエン部材との正逆回転を繰返して所定深度の底盤を横
方向に順次改良していくことを特徴とする底盤改良工
法。
2. A main chain member wound endlessly and rotatably around an outer periphery of a guide post and having a cutting edge protruding from an outer surface thereof;
The guide post is excavated in the vertical direction by using a bottom improvement machine having an enlarged excavation chain member wound endlessly rotatable over a predetermined range on both lower sides of the guide post and having an excavation blade protruding on the outer surface. Then, the enlarged drilling chain member is positioned at a predetermined depth in the ground, and then the guide post is moved laterally to dig the ground laterally with the main chain member and the enlarged drilling chain member, and to excavate soil. The ground improvement chemical solution is supplied and mixed by stirring, the lateral movement is stopped in the middle of the above operation, and the forward and reverse rotations of the main chain member and the enlarged drilling chain member are repeated to laterally move the bottom at a predetermined depth. A bottom plate improvement method characterized by successive improvements.
JP24709797A 1997-09-11 1997-09-11 Subsoil improving machine and subsoil improving method using it Pending JPH1181299A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24709797A JPH1181299A (en) 1997-09-11 1997-09-11 Subsoil improving machine and subsoil improving method using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24709797A JPH1181299A (en) 1997-09-11 1997-09-11 Subsoil improving machine and subsoil improving method using it

Publications (1)

Publication Number Publication Date
JPH1181299A true JPH1181299A (en) 1999-03-26

Family

ID=17158394

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24709797A Pending JPH1181299A (en) 1997-09-11 1997-09-11 Subsoil improving machine and subsoil improving method using it

Country Status (1)

Country Link
JP (1) JPH1181299A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010185213A (en) * 2009-02-12 2010-08-26 Sanwa Kizai Co Ltd Excavating device for reclaiming continuous underground wall
US20120308306A1 (en) * 2011-06-03 2012-12-06 Kruse Darin R Lubricated Soil Mixing System and Methods
US10815633B2 (en) 2008-01-28 2020-10-27 Darin R. Kruse Apparatus and methods for underground structures and construction thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10815633B2 (en) 2008-01-28 2020-10-27 Darin R. Kruse Apparatus and methods for underground structures and construction thereof
JP2010185213A (en) * 2009-02-12 2010-08-26 Sanwa Kizai Co Ltd Excavating device for reclaiming continuous underground wall
US20120308306A1 (en) * 2011-06-03 2012-12-06 Kruse Darin R Lubricated Soil Mixing System and Methods
US9085872B2 (en) * 2011-06-03 2015-07-21 Darin R. Kruse Lubricated soil mixing system and methods
US20150275454A1 (en) * 2011-06-03 2015-10-01 Darin R. Kruse Lubricated soil mixing systems and methods
US9828737B2 (en) * 2011-06-03 2017-11-28 Darin R. Kruse Lubricated soil mixing systems and methods
US10557242B2 (en) 2011-06-03 2020-02-11 Darin R. Kruse Lubricated soil mixing systems and methods

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