JP3089346B2 - Equipment for improving soft ground - Google Patents

Equipment for improving soft ground

Info

Publication number
JP3089346B2
JP3089346B2 JP04133974A JP13397492A JP3089346B2 JP 3089346 B2 JP3089346 B2 JP 3089346B2 JP 04133974 A JP04133974 A JP 04133974A JP 13397492 A JP13397492 A JP 13397492A JP 3089346 B2 JP3089346 B2 JP 3089346B2
Authority
JP
Japan
Prior art keywords
housing
side element
screw
soft ground
distal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP04133974A
Other languages
Japanese (ja)
Other versions
JPH05321241A (en
Inventor
宗憲 畑中
善雄 鈴木
吉夫 鈴木
明彦 内田
靖 神崎
修司 坂口
保夫 青木
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.)
Takenaka Corp
Takenaka Civil Engineering and Construction Co Ltd
Original Assignee
Takenaka Corp
Takenaka Civil Engineering and Construction 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 Takenaka Corp, Takenaka Civil Engineering and Construction Co Ltd filed Critical Takenaka Corp
Priority to JP04133974A priority Critical patent/JP3089346B2/en
Publication of JPH05321241A publication Critical patent/JPH05321241A/en
Application granted granted Critical
Publication of JP3089346B2 publication Critical patent/JP3089346B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、軟弱地盤を回転掘削
し、その掘削土中にセメントミルクの如き改良材を注入
し良く混合して改良強化することに使用される改良装
置、とりわけ既存の構造物等が存在して狭い施工スペー
スしか確保できない場所で同構造物の下方に相当する地
下部分にせり込む形の中折れ状態の回転掘削が可能な改
良装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improved apparatus used for rotary excavation of soft ground, and for injecting an improved material such as cement milk into the excavated soil, mixing well, and improving the strength of the excavated soil. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improved apparatus capable of performing a rotary excavation in a bent state in which a structure or the like exists in a place where only a narrow construction space can be secured and the structure is sunk into an underground portion corresponding to a lower part of the structure.

【0002】[0002]

【従来の技術】従来、軟弱地盤を中折れ状態で回転掘削
する地盤改良機械及び同機械を使用した軟弱地盤改良工
法は、例えば特開昭63−134711号及び特開昭6
3−134712号公報に記載されて公知に属する。
2. Description of the Related Art Conventionally, a ground improvement machine for rotating and digging a soft ground in a middle-bent state and a soft ground improvement method using the same have been described in, for example, JP-A-63-134711 and JP-A-6-1984.
It is described in JP-A-3-134712 and belongs to the public.

【0003】[0003]

【本発明が解決しようとする課題】 上記した公知の中折れ式の軟弱地盤改良機械は、局
部振動(往復回転)を発生する先端側要素と基部側要素
とが中折れ(回転屈曲)が可能にピンで連結されてい
る。そして、前記のピンを、基部側要素の中空部内に設
置した2台の油圧シリンダで直接回転して中折れ動作さ
せる構成になっている。しかし、本来外径が50mm程度
でしかない細い基部側要素の中空部内に前記の如き中折
れ駆動機構を組込むこと自体に無理がある。また、力の
伝達機構にも無理があり、製造上及びメンテナンス上並
びに長期の耐用寿命の観点からも好ましくなく、改善、
改良の要求が強い。 先端側要素の局部振動は、この地盤改良機械を軟弱
地盤中へ貫入する際に地盤を流動化させ貫入抵抗を低減
して無振動、無騒音の貫入を効率良く行なわしめるため
の手段である。ところが、従来の地盤改良機械における
局部振動の発生機構は、先端側要素の上部に油圧モータ
を設置し、この油圧モータの回転を先端側要素のハウジ
ングに伝達し、ハウジング全体を360°以内の往復回
転をさせる構成である。しかも前記回転の反力は油圧モ
ータ自体及び同油圧モータを固定したリングブラケット
からピンを経て基部側要素に反力をとる構成であり、回
転反力のとり方に構造上の大きな無理がある。のみなら
ず、先端側要素を通じて噴出されるセメントミルク等
は、前記360°以内の往復回転を許容し得るフレキシ
ブルホースで供給するにしても、材質的に無理な使用で
あることは否めず、長期の耐用寿命に問題がある。ま
た、セメントミルク等は単純な連続噴出でしかないか
ら、その効能が低いという問題点がある。
[Problems to be Solved by the Invention] In the above-mentioned known soft ground improvement machine of the center-bending type, the front-side element and the base-side element that generate local vibration (reciprocating rotation) can be bent (rotated and bent). Are connected by pins. Then, the pin is directly rotated by two hydraulic cylinders installed in the hollow portion of the base side element to perform a center-folding operation. However, it is impossible to incorporate the above-described folding mechanism in the hollow portion of the thin base-side element having an outer diameter of only about 50 mm. In addition, there is no reason for the force transmission mechanism, which is not preferable in terms of manufacturing and maintenance, and from the viewpoint of long service life.
There is a strong demand for improvement. The local vibration of the tip side element is a means for fluidizing the ground when the ground improvement machine penetrates into the soft ground, reducing the penetration resistance, and efficiently performing vibration-free and noise-free penetration. However, the local vibration generating mechanism of the conventional ground improvement machine is such that a hydraulic motor is installed above the distal element, the rotation of the hydraulic motor is transmitted to the housing of the distal element, and the entire housing is reciprocated within 360 ° within a range of 360 °. It is a configuration that rotates. In addition, the rotation reaction force is a structure in which a reaction force is applied to the base side element via the pin from the hydraulic motor itself and the ring bracket to which the hydraulic motor is fixed, and there is great structural difficulty in taking the rotation reaction force. In addition, even if the cement milk or the like spouted through the tip side element is supplied by a flexible hose capable of allowing the reciprocating rotation within the above-mentioned 360 °, it cannot be denied that the material is unreasonable. There is a problem with the service life of In addition, cement milk and the like have a problem that their efficacy is low because they are only simple continuous jets.

【0004】[0004]

【課題を解決するための手段】上述した従来技術の課題
を解決するための手段として、請求項1に記載した発明
に係る軟弱地盤の改良装置は、重機のリーダーに沿って
上下動され、かつ回転されるロッドの先端に取り付けて
使用され、局部振動を利用して軟弱地盤中へ貫入され
ものであり、しかも基部側要素と先端側要素との中間部
位を中折れ状態として地盤を大きく回転掘削することが
でき、その掘削土中にセメントミルク等の改良材を注入
し撹拌して軟弱地盤を改良強化する改良装置において、
局部振動を発生する先端側要素のハウジングの上端部
は、基部側要素のハウジングの下端部とピンによって中
折れ可能に連結されており、前記先端側要素のハウジ
ングの上端部に前記ピンによる連結位置から偏心して形
成されたアーム部と、前記基部側要素のハウジング内に
その軸線方向の下向きに設置されたアクチェータの出力
軸とが連接ロッドを介して連結されていること 前記先
端側要素のハウジングに、その軸線と平行な向きに直線
的にのみ一定ストロークで往復移動するピストン型部材
が同心配置に設置され、前記ピストン型部材の外周面の
上下両端寄り部分に螺旋の向きが正反対に異なる雄ネジ
が逆ネジとして形成され、内周面に前記上下の雄ネジと
ネジ接合される雌ネジを形成された上下2個の円筒形状
をなす回転部材が各々の雌ネジを前記の各雄ネジとネジ
接合して回転のみ可能に設置され、各回転部材の外周面
に撹拌羽根が設けられていること、先端側要素のハウジ
ングの軸線方向に設けられたセメントミルクの如き改良
材の注入路と一連に水平方向に放射状配置に複数設けら
れた改良材噴出孔と、前記回転部材の周方向に複数設け
られた噴出ノズルとが回転部材の回転に伴って連通され
又は遮断される関係に構成されていること、をそれぞれ
特徴とする。
As a means for solving the problems in the conventional technology. SUMMARY OF THE INVENTION The improved apparatus of soft ground according to the invention described in claim 1 is moved up and down along a leader of heavy equipment, and attached to the tip of the rod to be rotated in use, Ru is penetrated into the soft ground in utilizing local oscillation
And an intermediate part between the base element and the distal element
Is possible to increase the rotating drilling the ground as the seat back tilting state the place
In the improvement equipment to improve and strengthen the soft ground by injecting and stirring the improving material such as cement milk into the excavated soil,
The upper end of the housing of the distal element for generating a local oscillation is middle broken linked by a lower end portion and the pin of the housing of the proximal element, connected by the pin on the upper end portion of the housing of the distal-side element the arm portion formed eccentrically from the position, the output shaft of the actuator installed in the downward of the axial housing of the base-side element is connected via a connecting rod, the destination
A straight line in the housing of the end element in a direction parallel to its axis
Piston type member that reciprocates with a constant stroke only
Are installed concentrically, and the outer peripheral surface of the piston type member is
Male screws with helical directions opposite to the upper and lower ends
Are formed as reverse screws, and the upper and lower male screws are
Upper and lower two cylindrical shapes formed with internal threads to be screwed
The rotating member that forms the female screw with the male screw and the screw
It is installed so that it can be rotated only by joining, and the outer peripheral surface of each rotating member
Is provided with stirring blades,
Improvement such as cement milk provided in the axial direction of the ring
A plurality of materials are arranged in a radial arrangement in a horizontal direction
And a plurality of improved material ejection holes are provided in the circumferential direction of the rotating member.
The jet nozzle is communicated with the rotating member as it rotates.
Or are configured to be cut off .

【0005】[0005]

【0006】[0006]

【作用】アクチェータ8を駆動してその出力軸8aを前
進させると、この動きは連接ロッド9を通じてピン6の
位置から偏心しているアーム部7に回転力として伝
り、先端側要素2はピン6を中心として0゜(図1の垂
直状態)から最大90゜(図2の点線図示参照)まで回
転され、中折れ状態となる。この中折れ状態で回転駆動
されると、直径D(図2)の大きな回転掘削ができる。
勿論、アクチェータ8を逆向きに駆動させると、先端側
要素2は元の垂直な一直線状態に復元する。
[Action] drives the actuator 8 is advanced its output shaft 8a, the movement Ri rotational force and wrinkle transfer in <br/> the arm 7 which is offset from the position of the pin 6 through the connecting rod 9, the tip The side element 2 is rotated from 0 ° (vertical state in FIG. 1) around the pin 6 to a maximum of 90 ° (see the dotted line in FIG. 2), and is in a bent state. When the rotary drive is performed in the state of being bent, a large rotary excavation having a diameter D (FIG. 2) can be performed.
Of course, when the actuator 8 is driven in the reverse direction, the distal element 2 is restored to the original vertical straight state.

【0007】先端側要素2のピストン型部材14が直線
的に往復動作されると、このピストン型部材14の外周
に逆ねじとして形成された雄ねじ15,16へ回転のみ
自在(つまり、ピストン型部材14の移動方向へは動か
ない)にねじ込まれた2個の回転部材19,20は、ピ
ストン型部材14の移動方向へは動けず、ピストン型部
材14が直線的にのみ動くが故に、雄ネジ15,16と
雌ネジ17,18のねじ運動として2個の回転部材1
9,20は互いに逆向きに回転され、各々が回転の反力
を相殺し合う。回転部材19,20の前記回転は、ある
回転角又は回転数で往復する局部振動として行われる。
前記回転部材19,20の往復回転に伴ない、その外周
面の撹拌羽根21が周囲の地山を回転掘削し、必要に応
じて改良材(又は泥水)を噴出させることによってこの
改良装置を軟弱地盤中へ貫入する抵抗が大きく低減され
る。この改良装置は、まず先端側要素2と基部側要素4
とが一直線上に真っ直ぐな状態で軟弱地盤中に貫入され
るから、改良工事は改良装置の外径寸法に相当な施工ス
ペースを確保すれば可能である。
When the piston-type member 14 of the distal-end-side element 2 is linearly reciprocated, the piston-type member 14 can only rotate freely into external threads 15 and 16 formed as reverse threads on the outer periphery of the piston-type member 14 (that is, the piston-type member 14). 14 does not move in the moving direction of the piston type member 14), the two rotating members 19 , 20 screwed in the moving direction of the piston type member 14 cannot move in the moving direction of the piston type member 14, and the piston type member 14 moves only linearly. Therefore, the two rotary members 1 are used as the screw motions of the male screws 15 and 16 and the female screws 17 and 18.
The reference numerals 9 and 20 are rotated in opposite directions, and each counteracts the reaction force of the rotation. The rotation of the rotating members 19 and 20 is performed as local vibration reciprocating at a certain rotation angle or rotation number.
With the reciprocating rotation of the rotary members 19 and 20, the stirring blades 21 on the outer peripheral surface of the rotary member excavate the surrounding ground and spout the improving material (or muddy water) as needed, thereby weakening the improving device. Resistance to penetrate into the ground is greatly reduced. The improved device comprises a distal element 2 and a proximal element 4
Is penetrated into the soft ground in a straight line in a straight line, so that improvement work can be performed if a construction space corresponding to the outer diameter of the improvement device is secured.

【0008】前記回転部材19,20が回転する途中に
噴出ノズル24がハウジング3側の改良材噴出孔23と
連通した範囲でのみセメントミルクの如き改良材がパル
ス状に噴出されるから、その実効性は高い。
During the rotation of the rotating members 19 and 20, the improving material such as cement milk is ejected in a pulsed manner only in a range where the ejection nozzle 24 communicates with the improving material ejection hole 23 on the housing 3 side. The nature is high.

【0009】[0009]

【実施例】次に、図示した本発明の実施例を説明する。
図1は、図示を省略した地上の重機のリーダーに沿って
上下動され、かつ回転されるロッド1の先端に取り付け
て目的とする軟弱地盤中へ貫入される際の改良装置の姿
図を示している。先端側要素2と基部側要素4は一直線
状に真っ直ぐな関係とされ、先端側要素2を構成する上
下の回転部材19、20および各々の外周面に突設され
た撹拌羽根21、32は互いに相反する向き(矢印B,
C)往復回転(局部振動)され、周囲の地山を回転掘
削して貫入抵抗が低減される。また、先端側要素2の前
記回転部材19、20に設けられた噴出ノズル24から
改良材がパルス状に噴射されて掘削土が流動状態とさ
れ、貫入抵抗の低減に実効をあらしめる。
BRIEF DESCRIPTION OF THE DRAWINGS FIG.
FIG. 1 shows a view of an improved device when it is attached to the tip of a rod 1 that is moved up and down and rotated along a leader of a heavy equipment on the ground (not shown) and penetrates into a target soft ground. ing. The distal-side element 2 and the base-side element 4 are in a straight line in a straight line, and the upper and lower rotating members 19 and 20 constituting the distal-side element 2 and the stirring blades 21 and 32 projecting from the respective outer peripheral surfaces are mutually connected. Opposite directions (arrow B,
C) , the reciprocating rotation (local vibration) is performed, and the surrounding ground is rotationally excavated to reduce the penetration resistance. Further, the improving material is ejected in a pulsed manner from the ejection nozzles 24 provided on the rotating members 19 and 20 of the distal end side element 2, so that the excavated soil is in a flowing state, thereby reducing the penetration resistance.

【0010】図2以下は前記改良装置の構造詳細を示し
ている。図2に示したように、基部側要素4のハウジン
グ5は、外径が80mm、長さが700mm位のステンレス
鋼管であり、その上端部に中折れ駆動部(アクチエー
タ)として油圧シリンダ8が取り付けられている。油圧
シリンダ8は、その出力軸8aは基部側要素のハウジン
グ5の軸線方向の下向きに取り付けられている。符号8
bは前記出力軸8aと一体の油圧ピストンである。前記
油圧ピストン8bの前後の室8c、8dに油圧が導か
れ、油圧ピストン8bと共に出力軸8aが直線的に往復
動作される。
FIG. 2 et seq. Show details of the structure of the improved apparatus. As shown in FIG. 2, the housing 5 of the base side element 4 is a stainless steel tube having an outer diameter of about 80 mm and a length of about 700 mm, and a hydraulic cylinder 8 is mounted on an upper end thereof as a bending drive unit (actuator). Have been. The output shaft 8a of the hydraulic cylinder 8 is mounted downward in the axial direction of the housing 5 of the base side element. Code 8
b is a hydraulic piston integrated with the output shaft 8a. The hydraulic pressure is guided to the chambers 8c and 8d before and after the hydraulic piston 8b, and the output shaft 8a reciprocates linearly with the hydraulic piston 8b.

【0011】先端側要素2のハウジング3の上端部と、
基部側要素4のハウジング5の下端部とがピン6によっ
て中折れ回転(屈曲)が可能に連結されている。前記先
端側要素2のハウジング3の上端部に、前記ピン6によ
る連結位置から偏心してアーム部7が形成され、前記ア
ーム部7の上端部と、前記油圧シリンダ8の出力軸8a
とが、連接ロッド9を介してピン連結されている。従っ
て、油圧シリンダ8を駆動して出力軸8aを下向きに前
進させると、この動きは連接ロッド9を介して先端側要
素2のアーム部7に回転力として伝達され、先端側要素
2はピン6を中心に回動され、図2のように中折れ状態
となる。先端側要素2の中折れ角度θは、出力軸8aの
前進ストロークの大きさによって0°(真っ直ぐな状
態)から最大90°まで調整可能である。先端側要素2
の全長をLとするとき、前記中折れ角度θとの関係に基
いて、回転掘削の直径Dは D=2Lsinθ として
求められる。出力軸8aの前進ストロークの大きさ、ひ
いては前記のようにして求められる回転掘削の直径Dの
大きさは、出力軸8aとは正反対に上向きに立ち上げら
れた指示ロッド8eの高さ位置をケーシング12の観測
窓12aを通じて目視確認できる構成とされている。但
し、前記指示ロッド8eの変位又は出力軸8aの変位量
を直接変位センサーで測定し記録、表示する構成で実施
することもできる。図2中の符号13はハウジング5内
に設置された出力軸8aのためのすべり軸受(ガイド)
である。
An upper end of the housing 3 of the distal element 2;
The lower end of the housing 5 of the base side element 4 is connected to the lower end of the housing 5 by a pin 6 so as to be able to bend and rotate (bend). An arm 7 is formed at the upper end of the housing 3 of the distal element 2 eccentrically from the connection position by the pin 6, and the upper end of the arm 7 and the output shaft 8 a of the hydraulic cylinder 8 are formed.
Are connected to each other via a connecting rod 9. Accordingly, when the hydraulic cylinder 8 is driven to advance the output shaft 8a downward, this movement is transmitted as a rotational force to the arm 7 of the distal element 2 via the connecting rod 9, and the distal element 2 is , And is folded in the middle as shown in FIG. The bending angle θ of the tip-side element 2 can be adjusted from 0 ° (straight state) to a maximum of 90 ° depending on the size of the forward stroke of the output shaft 8a. Tip side element 2
, The diameter D of the rotary excavation is obtained as D = 2L sin θ based on the relationship with the above-mentioned bending angle θ. The size of the forward stroke of the output shaft 8a, and thus the size of the diameter D of the rotary excavation obtained as described above, is determined by determining the height position of the indicator rod 8e that is raised upward in the opposite direction to the output shaft 8a. It is configured so that it can be visually confirmed through twelve observation windows 12a. However, the present invention can be implemented by a configuration in which the displacement of the indicating rod 8e or the displacement of the output shaft 8a is directly measured by a displacement sensor, recorded, and displayed. Reference numeral 13 in FIG. 2 denotes a slide bearing (guide) for the output shaft 8a installed in the housing 5.
It is.

【0012】先端側要素2の構造詳細は図3と図4に示
したとおり、ステンレス鋼などで作られたハウジング3
の中心部に、セメントミルク等の改良材又は掘削用の水
(ウォータージェット)を通す1本の改良材注入路1
0、及び後述のピストン型部材14を駆動する2本の油
圧導路11と11’が軸線方向に設けられている(図4
A参照)。また、同ハウジング3の軸線方向の略中間部
位には、同ハウジング3の軸線と平行な向きに直線的に
のみ一定のストローク(約20mmぐらい)で往復移動自
在にピストン型部材14が設置されている。前記ピスト
ン型部材14は円筒形状とされ、前記ハウジング3の小
径部分に滑動自在にはめ込まれ、ハウジング3の外周面
の軸方向に固定されたすべりキー22に沿って直線的に
のみ移動可能で回転はしない状態に設置されている。前
記ピストン型部材14の外周面の両端寄り部分に、螺旋
の向きが正反対に異なる雄ねじ15と16が各々逆ねじ
として形成されている。一方、外径がハウジング3の大
径部と略同径の円筒形状をなし、内周面に前記の各雄ね
じ15又は16と同一仕様で各々にねじ接合可能な雌ね
じ17、18を形成された回転部材19と20が、各々
の雌ねじ17、18を前記ピストン型部材14の雄ねじ
15、16にねじ接合して回転のみ自在に設置されてい
る。即ち、上側の回転部材19の上端面は、ハウジング
3の径違い段部25に当接して回転する構成とされてい
る。同上側の回転部材19の下端部と、下側の回転部材
20の上端部とは、いんろう構造40で回転可能にはめ
合わせ突き合わされている。下側の回転部材20の下端
部は、ハウジング3の下端部へねじ26でねじ込み固定
された倒立円すい形状のナット部材27との間にスラス
トベアリング28を介して回転自在に当接されている。
27’はロックナットである。前記のナット部材27と
ロックナット27’及びスラストベアリング28は、前
記下側の回転部材20の下部外周にはめて止めねじ30
で固定された倒立円すい形状のカバー部材31によって
水密状態に完全に覆われ保護されている。下側の回転部
材20と共に回転されるカバー部材31の外周面には、
掘削用の攪拌羽根32が複数設けられている。上下の回
転部材19、20の外周面にも突条の攪拌羽根21が複
数設けられている。
The details of the structure of the distal end element 2 are shown in FIGS. 3 and 4, and the housing 3 is made of stainless steel or the like.
One improvement material injection path 1 through which improvement material such as cement milk or water for drilling (water jet) passes
0 and two hydraulic passages 11 and 11 'for driving a piston-type member 14 described later are provided in the axial direction (FIG. 4).
A). A piston type member 14 is installed at a substantially intermediate portion in the axial direction of the housing 3 so as to be able to reciprocate with a constant stroke (about 20 mm) only linearly in a direction parallel to the axis of the housing 3. I have. The piston member 14 has a cylindrical shape, is slidably fitted into a small-diameter portion of the housing 3, and can move only linearly along a slide key 22 fixed in the axial direction on the outer peripheral surface of the housing 3 and rotates. It is installed in a state where it does not. Male screws 15 and 16 whose helical directions are opposite to each other are formed as reverse screws at portions near both ends of the outer peripheral surface of the piston-type member 14, respectively. On the other hand, female screws 17 and 18 which are formed in a cylindrical shape having an outer diameter substantially the same diameter as the large diameter portion of the housing 3 and which can be screwed to the respective male screws 15 or 16 with the same specifications are formed on the inner peripheral surface. Rotating members 19 and 20 are mounted so as to be rotatable only by screwing respective female screws 17 and 18 to male screws 15 and 16 of the piston type member 14. That is, the upper end surface of the upper rotating member 19 is configured to rotate by abutting on the step 25 having a different diameter of the housing 3. The lower end portion of the upper rotating member 19 and the upper end portion of the lower rotating member 20 are rotatably butted against each other by a ring structure 40. The lower end of the lower rotating member 20 is rotatably abutted via a thrust bearing 28 between an inverted conical nut member 27 screwed and fixed to the lower end of the housing 3 with a screw 26.
27 'is a lock nut. The nut member 27, the lock nut 27 ′, and the thrust bearing 28 are fitted on the outer periphery of the lower part of the lower rotating member 20 and set screws 30.
And is completely covered and protected in a watertight state by an inverted cone-shaped cover member 31 fixed by the above. On the outer peripheral surface of the cover member 31 rotated together with the lower rotating member 20,
A plurality of agitating blades 32 for excavation are provided. A plurality of ridged stirring blades 21 are also provided on the outer peripheral surfaces of the upper and lower rotating members 19 and 20.

【0013】上記構成によって、ピストン型部材14の
上下の端部には、ハウジング3の外周面と回転部材1
9、20の内周面とによって囲まれた密閉室がピストン
前室33とピストン後室34として形成されている。ピ
ストン前室33に1本の油圧導路11’が接続され、ピ
ストン後室34にもう1本の油圧導路11が接続されて
いる。従って、ピストン前室33に圧油を給油するとピ
ストン型部材14は下降動作され、ピストン後室34に
圧油を供給するとピストン型部材14は上昇動作する。
こうしたピストン型部材14の直線的な往復動作に従っ
て、上下2個の回転部材19、20は逆ねじとして形成
された雄ねじ15、16と雌ねじ17、18とのねじ運
動により正反対方向に往復回転(局部振動)を生じ、か
つ回転時の反力をお互いに相殺し合う。2個の回転部材
19、20の回転によって、各々の外周面に設けた攪拌
羽根21、32が周囲の地山を回転掘削して貫入抵抗を
低減し貫入作業を容易ならしめる。
With the above structure, the outer peripheral surface of the housing 3 and the rotating member 1
A closed chamber surrounded by the inner peripheral surfaces of 9 and 20 is formed as a piston front chamber 33 and a piston rear chamber 34. One hydraulic conduit 11 ′ is connected to the piston front chamber 33, and another hydraulic conduit 11 is connected to the piston rear chamber 34. Therefore, when pressure oil is supplied to the piston front chamber 33, the piston-type member 14 moves downward, and when pressure oil is supplied to the piston rear chamber 34, the piston-type member 14 moves upward.
In accordance with the linear reciprocating motion of the piston type member 14, the upper and lower two rotating members 19, 20 reciprocate in the opposite directions by the screw motion of the male screws 15, 16 formed as reverse screws and the female screws 17, 18 (locally). Vibration) and cancel each other's reaction forces during rotation. By the rotation of the two rotating members 19 and 20, the stirring blades 21 and 32 provided on the respective outer peripheral surfaces rotate and excavate the surrounding ground to reduce the penetration resistance and facilitate the penetration operation.

【0014】次に、上述したようにハウジング3に設け
られた1本の改良材注入路には、まず図3Aに示したと
おり、上側の回転部材19の上端寄り位置に、改良材注
入路11に連通された改良材噴出孔23が例えば直角4
方向に放射状の配置でハウジング3に4本略水平に設け
られている。そして、上側の回転部材19の対応位置に
は、その円周を4等分した位置に4個の噴出ノズル24
が前記改良材噴出孔23と連通可能に設けられている
(図4A参照)。つまり、噴出ノズル24が改良材噴出
孔23と連通したときにのみ、連通の範囲内でセメント
ミルク等の改良材又は掘削用のウオータージェットが噴
出され、非連通のときは回転部材19によって改良噴出
孔23の出口が水密的に密閉され、もって改良材等は間
欠的なパルス状に噴射される構成とされている。
Next, as shown in FIG. 3A, first, as shown in FIG. 3A, the improving material injection path 11 is provided at a position near the upper end of the upper rotating member 19. Material ejecting hole 23 communicated with, for example, a right angle 4
Four housings 3 are provided substantially horizontally in radial directions. At the corresponding position of the upper rotating member 19, four ejection nozzles 24 are provided at positions obtained by dividing the circumference thereof into four equal parts.
Are provided so as to be able to communicate with the improving material ejection holes 23 (see FIG. 4A). That is, only when the ejection nozzle 24 communicates with the improvement material ejection hole 23, the improvement material such as cement milk or the water jet for excavation is ejected within the communication range, and when the communication is not established, the improvement member is ejected by the rotating member 19. The outlet of the hole 23 is hermetically sealed, so that the improving material or the like is ejected in an intermittent pulse shape.

【0015】同じ改良材注入路10の下端部であって、
下側の回転部材20に取り付けたカバー部材31の上部
リング部より少し上の位置に、同改良材注入路11と連
通された改良材噴出孔23が、やはり直角4方向に放射
線状の配置で4本略水平に設けられている。そして、下
側の回転部材20の対応位置にも、その円周を4等分し
た位置に4個の噴出ノズル24が前記改良材噴出孔23
と連通可能に一連に設けられている(図3B)。従っ
て、噴出ノズル24が改良材噴出孔23と連通した範囲
内でのみセメントミルクなどの改良材(又は掘削用のウ
オータージェット)がパルス状に噴出され、非連通のと
きは回転部材20によって改良材噴出孔23の出口が密
閉される。
At the lower end of the same improver injection path 10,
At a position slightly above the upper ring portion of the cover member 31 attached to the lower rotating member 20, an improving material ejection hole 23 communicating with the improving material injection path 11 is also arranged radially in four orthogonal directions. Four are provided substantially horizontally. Also, at the corresponding position of the lower rotating member 20, four ejection nozzles 24 are provided at positions obtained by dividing the circumference thereof into four equal parts, and the improved material ejection holes 23 are provided.
It is provided in series so as to communicate with (FIG. 3B). Therefore, an improving material such as cement milk (or a water jet for excavation) is ejected in a pulsed manner only in a range where the ejection nozzle 24 communicates with the improving material ejection hole 23, and when the communication is not performed, the improving material is rotated by the rotating member 20. The outlet of the ejection hole 23 is sealed.

【0016】なお、上述した先端側要素2のハウジング
3に設けられた改良材注入路10及び油圧導路11の上
端は、図示することは省略したが、基部側要素4を通じ
て配管された可撓性のフレキンブルホース又はフレキン
ブル油圧管等と接続され、地上のセメントミルクポンプ
あるいは油圧ユニットと接続される。ピストン型部材1
4の往復駆動は、上述した油圧駆動に限らず、電磁ソレ
ノイド等の動力で行なうことも可能であり、その動力電
路が油圧導路11にとって代わって設けられる場合もあ
る。
The upper ends of the improving material injection passage 10 and the hydraulic conduit 11 provided in the housing 3 of the above-mentioned distal element 2 are not shown, but are flexible piped through the base element 4. Flexible hose or flexible hydraulic pipe, etc., and a cement milk pump or hydraulic unit on the ground. Piston type member 1
The reciprocating drive 4 is not limited to the above-described hydraulic drive, but can be performed by power of an electromagnetic solenoid or the like. In some cases, the power circuit is provided instead of the hydraulic conduit 11.

【0017】先端側要素2を折り曲げた中折れ状態で軟
弱地盤を回転掘削する際に、同時に上下の回転部材1
9、20を往復回転(局部振動)させ、かつ改良材を噴
出させて堀削土とよく混合攪拌させることにより、軟弱
地盤の改良強化の目的が効率よく高品質で達成される。
When the soft ground is excavated while the tip-side element 2 is bent, the upper and lower rotating members 1 are simultaneously excavated.
By reciprocating rotation of 9, 20 (local vibration) and ejecting the improving material to mix and mix well with the excavated soil, the purpose of improving and strengthening the soft ground is efficiently achieved with high quality.

【0018】[0018]

【本発明が奏する効果】本発明に係る軟弱地盤の改良装
置は、中折れ駆動機構の組み込みが容易な構成であり、
また、中折れ力の伝達機構にも無理がないため、製造及
びメンテナンスが容易で、ひいては長期の耐用寿命を保
ち信頼性が高い。また、先端側要素2に往復回転(局部
振動)を発生させる機構は、二つの回転部材19,20
の回転反力を相殺する構成であるから、無理な力の負担
がなく、構造上の安定性、信頼性が高く、耐用寿命に優
れる。しかも局部振動を利用して改良材等の噴出をパル
ス状に行なえる構成としたので、地盤の改良強化の実効
性と経済性が高い。
[Effects of the present invention] The apparatus for improving soft ground according to the present invention has a structure in which a center bending drive mechanism can be easily incorporated.
In addition, since the transmission mechanism of the bending force can be easily transmitted, manufacture and maintenance are easy, and a long service life is maintained and reliability is high. A mechanism for generating reciprocating rotation (local vibration) in the tip-side element 2 includes two rotating members 19 and 20.
Because of the configuration that cancels the rotational reaction force, there is no unreasonable load of force, the structural stability and reliability are high, and the service life is excellent. Moreover, since the configuration is such that the spouting of the improving material or the like can be performed in a pulsed manner using local vibration, the improvement and strengthening of the ground are highly effective and economical.

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

【図1】改良装置の貫入時の姿勢を示した立面図であ
る。
FIG. 1 is an elevational view showing a posture of the improvement device at the time of penetration.

【図2】改良装置の中折れ機構を示した立面図である。FIG. 2 is an elevational view showing a folding mechanism of the improved device.

【図3】A,Bは先端側要素をB−B線で上下に分割し
て示した断面図である。
FIGS. 3A and 3B are cross-sectional views showing a tip-side element vertically divided by a line BB.

【図4】A,Bは図3のa−a,b−b断面図である。4A and 4B are cross-sectional views taken along lines aa and bb of FIG. 3;

【符号の説明】[Explanation of symbols]

1 ロッド 2 先端側要素 3 ハウジング 4 基部側要素 5 ハウジング 6 ピン 7 アーム部 8 アクチエータ 8a 出力軸 9 連接ロッド 10 改良材注入路 11 油圧導路 14 ピストン型部材 15,16 雄ねじ 17,18 雌ねじ 19,20 回転部材 21 攪拌羽根 23 改良材噴出孔 24 噴出ノズル DESCRIPTION OF SYMBOLS 1 Rod 2 Tip side element 3 Housing 4 Base side element 5 Housing 6 Pin 7 Arm part 8 Actuator 8a Output shaft 9 Connecting rod 10 Improvement material injection path 11 Hydraulic guideway 14 Piston type member 15,16 Male screw 17,18 Female screw 19, Reference Signs List 20 rotating member 21 stirring blade 23 improving material ejection hole 24 ejection nozzle

フロントページの続き (72)発明者 鈴木 吉夫 東京都江東区南砂二丁目5番14号 株式 会社竹中工務店技術研究所内 (72)発明者 内田 明彦 東京都江東区南砂二丁目5番14号 株式 会社竹中工務店技術研究所内 (72)発明者 神崎 靖 東京都中央区銀座八丁目21番1号 株式 会社竹中土木内 (72)発明者 坂口 修司 東京都中央区銀座八丁目21番1号 株式 会社竹中土木内 (72)発明者 青木 保夫 東京都三鷹市下連雀8丁目9番20号 株 式会社サム電子機械内 (56)参考文献 特開 昭63−134711(JP,A) 特開 昭60−55105(JP,A) 特開 昭61−113922(JP,A) 実開 昭53−71907(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 3/12 Continued on the front page (72) Inventor Yoshio Suzuki 2-5-1-14 Minamisuna, Koto-ku, Tokyo Inside Takenaka Corporation Technical Research Institute (72) Inventor Akihiko Uchida 2-5-14-Minamisuna, Koto-ku, Tokyo Stock Company Takenaka Corporation Technical Research Institute (72) Inventor Yasushi Kanzaki 8-21-1, Ginza, Chuo-ku, Tokyo Co., Ltd.Takenaka Civil Engineering Co., Ltd. (72) Inventor Shuji Sakaguchi 8-2-1 Ginza, Chuo-ku, Tokyo Takenaka Co., Ltd. Civil engineering (72) Inventor Yasuo Aoki 8-9-20 Shimorenjaku, Mitaka-shi, Tokyo Sam Electronics Co., Ltd. (56) References JP-A-63-134711 (JP, A) JP-A-60-55105 ( JP, A) JP-A-61-113922 (JP, A) JP-A-53-71907 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 3/12

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】重機のリーダーに沿って上下動され、かつ
回転されるロッドの先端に取り付けて使用され、局部振
動を利用して軟弱地盤中へ貫入されるものであり、しか
も基部側要素と先端側要素との中間部位を中折れ状態
して地盤を大きく回転掘削することができ、その掘削土
中にセメントミルク等の改良材を注入し撹拌して軟弱地
盤を改良強化する改良装置において、 局部振動を発生する先端側要素のハウジングの上端部
は、基部側要素のハウジングの下端部とピンによって中
折れ可能に連結されており、前記先端側要素のハウジ
ングの上端部に前記ピンによる連結位置から偏心して形
成されたアーム部と、前記基部側要素のハウジング内に
その軸線方向の下向きに設置されたアクチェータの出力
軸とが連接ロッドを介して連結されていること 前記先端側要素のハウジングに、その軸線と平行な向き
に直線的にのみ一定ストロークで往復移動するピストン
型部材が同心配置に設置され、前記ピストン型部材の外
周面の上下両端寄り部分に螺旋の向きが正反対に異なる
雄ネジが逆ネジとして形成され、内周面に前記上下の雄
ネジとネジ接合される雌ネジを形成された上下2個の円
筒形状をなす回転部材が各々の雌ネジを前記の各雄ネジ
とネジ接合して回転のみ可能に設置され、各回転部材の
外周面に撹拌羽根が設けられていること、 先端側要素のハウジングの軸線方向に設けられたセメン
トミルクの如き改良材の注入路と一連に水平方向に放射
状配置に複数設けられた改良材噴出孔と、前記回転部材
の周方向に複数設けられた噴出ノズルとが回転部材の回
転に伴って連通され又は遮断される関係に構成されてい
ること、 をそれぞれ 特徴とする、軟弱地盤の改良装置。
1. A is vertically movable along the heavy equipment leader, and is attached to the tip of the rod to be rotated in use, a shall be penetrated into soft ground in utilizing local vibration, deer
Also a state folded middle intermediate portion between the proximal element and the distal end side element
The ground can be rotated and excavated greatly, and an improving material such as cement milk is injected into the excavated soil and agitated to improve and strengthen the soft ground. upper part is the seat back tilting is linked by a lower end portion and the pin of the housing of the proximal element, an arm portion formed eccentrically from the connecting position by the pin on the upper end portion of the housing of the distal-side element, that the output shaft of the actuator installed in the downward of the axial housing of the base-side element is connected via a connecting rod, the housing of the distal-side element, parallel to the axis orientation
Piston reciprocating with a constant stroke only linearly
A mold member is installed in a concentric arrangement and is outside the piston mold member.
The direction of the spiral is opposite to the upper and lower ends of the peripheral surface.
A male screw is formed as a reverse screw, and the upper and lower male
Two upper and lower circles formed with a female screw to be screwed to the screw
A rotating member having a cylindrical shape is used to connect each female screw to each male screw.
Is installed by screw connection with only rotation.
The stirring blades are provided on the outer peripheral surface, and the cement provided in the axial direction of the housing of the tip side element.
Injection path for improving material such as toe milk and a series of horizontal emissions
And a plurality of improving material ejection holes provided in a circular arrangement, and the rotating member
A plurality of ejection nozzles provided in the circumferential direction of the
Are configured to be connected or interrupted as the
Rukoto, characterized by respectively modifying apparatus of soft ground.
JP04133974A 1992-05-26 1992-05-26 Equipment for improving soft ground Expired - Fee Related JP3089346B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04133974A JP3089346B2 (en) 1992-05-26 1992-05-26 Equipment for improving soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04133974A JP3089346B2 (en) 1992-05-26 1992-05-26 Equipment for improving soft ground

Publications (2)

Publication Number Publication Date
JPH05321241A JPH05321241A (en) 1993-12-07
JP3089346B2 true JP3089346B2 (en) 2000-09-18

Family

ID=15117430

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04133974A Expired - Fee Related JP3089346B2 (en) 1992-05-26 1992-05-26 Equipment for improving soft ground

Country Status (1)

Country Link
JP (1) JP3089346B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1637594B (en) * 2003-12-30 2011-12-07 乐金显示有限公司 Exposure mask and exposure method using the same
KR101628169B1 (en) * 2015-10-13 2016-06-09 윤택규 Jet-grouting method for Soft Ground Improvement

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6695095B2 (en) * 2014-11-25 2020-05-20 和夫 渡邉 Drilling stirrer
JP6710236B2 (en) * 2018-05-23 2020-06-17 和夫 渡邉 Drilling stirrer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1637594B (en) * 2003-12-30 2011-12-07 乐金显示有限公司 Exposure mask and exposure method using the same
KR101628169B1 (en) * 2015-10-13 2016-06-09 윤택규 Jet-grouting method for Soft Ground Improvement

Also Published As

Publication number Publication date
JPH05321241A (en) 1993-12-07

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