JP2008255616A - Multiple rod-type shallow-ground improving method and multiple rod-type shallow-ground improving machine - Google Patents

Multiple rod-type shallow-ground improving method and multiple rod-type shallow-ground improving machine Download PDF

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JP2008255616A
JP2008255616A JP2007097722A JP2007097722A JP2008255616A JP 2008255616 A JP2008255616 A JP 2008255616A JP 2007097722 A JP2007097722 A JP 2007097722A JP 2007097722 A JP2007097722 A JP 2007097722A JP 2008255616 A JP2008255616 A JP 2008255616A
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excavation
rods
ground
ground improvement
gear
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Nagatomo Ochi
永共 越智
Yukio Itagaki
幸雄 板垣
Takaaki Yoshida
貴昭 吉田
Masumi Kawashima
真澄 川島
Masanori Ota
正規 太田
Koichi Inagawa
浩一 稲川
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Toa Corp
Toray Engineering Co Ltd
Nittoc Constructions Co Ltd
Sumitomo Mitsui Construction Co Ltd
Tokki Industries Co Ltd
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Toa Corp
Nittoc Constructions Co Ltd
Toyo Construction Co Ltd
Sumitomo Mitsui Construction Co Ltd
Tokki Industries Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To achieve a reduction in the weight of an apparatus and an increase in the working efficiency of shallow-ground improvement of soft ground by collectively holding four drilling rods by a holding base so as to enable the shared use of a drive unit for the drilling rods. <P>SOLUTION: The four hollow drilling rods having a drilling head at its leading end provided with an drilling blade, an agitating blade and an ejection port are held on the four sides of the holding base. The four hollow drilling rods are rotated by one or two common motors so as to penetrate soft ground. A soil improving material is ejected into excavated soil from a leading end of the rod through the drilling rod. The ground and the soil improving material are agitated and mixed together by means of the drilling blade. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、4本の浅層用の掘削ロッドを同時回転して軟弱地盤の浅層の地盤改良を行う多連ロツド式浅層地盤改良工法と機械に関するものである。   The present invention relates to a multiple rod type shallow ground improvement method and machine for simultaneously rotating four shallow excavation rods to improve the ground of a soft ground.

従来では地下5m辺りまでの深度を浅層として、トレンチャー式地盤改良機械により地盤改良を行っている。このトレンチャー式地盤改良機械は、攪拌チェーンとその駆動チェーン機構とによる混合機と、その混合機の上部に設け空洞状の昇降柱とから構成され、その昇降柱をバックホウのアーム先端に取付けた昇降機の支持枠に挿通して、空洞状の昇降柱内に収容した供給管から吐出ノズルに水と改良材を供給しながら、攪拌チェーンの外周上に取付けた攪拌翼により、地盤を垂直方向にかつ平面四角形に攪拌して改良材と軟弱土とを攪拌混合し、地盤に柱状をなす改良体を形成している。また攪拌翼の中央と両側にカッター刃を取付け、カッター刃による軟弱土の掘削と攪拌翼による改良材と掘削土の攪拌混合を行うものもある。   Conventionally, the ground is improved by a trencher type ground improvement machine with a depth of up to about 5 m underground as a shallow layer. This trencher type ground improvement machine is composed of a mixer by a stirring chain and its drive chain mechanism, and a hollow lifting column provided at the top of the mixing device, and the lifting column is attached to the tip of the arm of the backhoe. While supplying water and an improved material to the discharge nozzle from the supply pipe accommodated in the hollow elevating column, the ground is vertically adjusted by a stirring blade attached on the outer periphery of the stirring chain. The improvement material and soft soil are stirred and mixed in a flat quadrangle to form a columnar improvement on the ground. In addition, there is a type in which cutter blades are attached to the center and both sides of a stirring blade, and soft soil is excavated by the cutter blade and improvement material and excavated soil are stirred and mixed by the stirring blade.

一方、地盤の深層(例えば地下30m辺り)まで改良する工法としては、掘削翼と攪拌翼を備えた掘削ヘッドを先端に有する中空の掘削ロッドと、ロッド後端にジョイントした駆動装置とからなる地盤改良装置を採用しており、その地盤改良装置の4基をフレームにより一括保持して、車両重量が大きいクローラーに立設した作業櫓に上下動自在に懸吊し、各駆動装置の同時作動により4本の掘削ロッドを個々に回転して、軟弱地盤の掘削と掘削ヘッドから吐出した地盤改良材との攪拌混合を同時に行えるようにしたものがある。   On the other hand, as a method for improving to the deep ground (for example, around 30 m underground), the ground is composed of a hollow drilling rod having a drilling head having a drilling blade and a stirring blade at the tip, and a driving device jointed to the rear end of the rod. The improvement device is adopted, and four of the ground improvement devices are collectively held by a frame, suspended vertically on a work rod standing on a crawler with a large vehicle weight, and by simultaneous operation of each drive device There is one in which four excavation rods are individually rotated so that excavation of the soft ground and agitation and mixing with the ground improvement material discharged from the excavation head can be performed simultaneously.

また上記地盤改良装置の掘削ロッドと駆動装置の間に伝動歯車を軸周に有する回転軸を設け、その地盤改良装置の2本をケース内に回転軸を収容して、回転軸間に互いに噛合した一対の歯車による同調歯車を配設したものもある。
特開2001−55729号公報 特開2002−212941号公報 特開平9−31971号公報 特開2001−348861号公報 特開平8−184073号公報
Further, a rotary shaft having a transmission gear is provided between the excavation rod and the drive device of the ground improvement device, and two of the ground improvement devices are housed in the case so that the rotary shafts are engaged with each other. Some have a tuning gear with a pair of gears.
JP 2001-55729 A JP 2002-212941 A Japanese Patent Laid-Open No. 9-31971 JP 2001-348861 A JP-A-8-184073

上記トレンチャー式地盤改良機械による改良工法では、地中でチェーンと共に周回移動する掘削翼により掘削攪拌を行っていることから、軟弱地盤の土質によってはチェーン及び攪拌翼に付着した軟弱土が攪拌翼間を埋めて一緒に周回しやすく、このため攪拌翼による軟弱土と改良材の攪拌混合にむらが生じて均質な地盤改良が困難となる場合がある。このような現象はカッター刃を中央と両側に備えた攪拌翼でも生ずるトレンチャー式の課題とされている。   In the improved construction method using the trencher-type ground improvement machine, excavation and stirring is performed by excavating blades that circulate with the chain in the ground, so depending on the soil quality of the soft ground, soft soil adhering to the chain and the stirring blades may be between the stirring blades. It is easy to circulate together and this causes unevenness in the stirring and mixing of the soft soil and the improving material by the stirring blade, which may make it difficult to improve the uniform ground. Such a phenomenon is a trencher type problem that occurs even with a stirring blade having a cutter blade at the center and both sides.

また攪拌混合はチェーン外周の攪拌翼により行われることから、カッター刃により掘削しながら攪拌混合を行う場合であっても、攪拌翼における攪拌抵抗を考慮して掘進速度を調整する必要があり、攪拌抵抗や重量の低減から攪拌翼の高さにも制限を受けるので、攪拌翼の周回による攪拌混合では、攪拌翼の高さを増して作業効率の向上を図ることが難しいとされてる。   In addition, since stirring and mixing is performed with stirring blades on the outer periphery of the chain, even when stirring and mixing is performed while drilling with a cutter blade, it is necessary to adjust the digging speed in consideration of stirring resistance in the stirring blades. Since the height of the stirring blade is limited due to the reduction in resistance and weight, it is considered difficult to increase the height of the stirring blade and improve the working efficiency in the stirring and mixing by the rotation of the stirring blade.

さらにまた、攪拌チェーンと内側の周回駆動手段との間の装置内は空間であることから、そこに攪拌翼やカッター刃により地盤から掻き取られた軟弱土が多量に侵入し、これがチェーンや攪拌翼に付着した軟弱土と相俟って作業効率に影響を与えるようになる。このため次の作業は引き上げた装置を洗浄してからとなるが、その洗浄に手間がかかるので次の隣接部位の地盤改良作業への移行に時間を要するという課題をも有する。   Furthermore, since the inside of the device between the stirring chain and the inner circumferential drive means is a space, a large amount of soft soil scraped off from the ground by the stirring blades and cutter blades enters the chain and the stirring mechanism. Combined with the soft soil attached to the wing, it will affect the work efficiency. For this reason, the next work is performed after the lifted apparatus is cleaned. However, since it takes time to clean the apparatus, there is a problem that it takes time to shift to the ground improvement work of the next adjacent part.

上記掘削ロッドによる深層の地盤改良工法では、掘削ヘッドの側面に設けた掘削翼と攪拌翼の水平回転により、地盤の掘削及び掘削土と地盤改良材との攪拌混合を行うので、攪拌翼を縦方向に周回する上記トレンチャー式における摩擦抵抗や攪拌翼の高さ制限等の課題が解決され、また掘削土の付着による影響は殆どなく、2本又は4本の掘削ロッドを駆動装置と共にフレームに一括保持して多連とし、同時作動により互いに隣接した複数部位の地盤改良を1回の作業で行えることなどの利点を有する。   In the deep ground improvement method using the above-mentioned excavation rod, the excavation blade and the agitating blade provided on the side of the excavation head are horizontally rotated to excavate the ground and mix the excavated soil and the ground improvement material. The problems such as frictional resistance and the height limitation of the stirring blade in the above-mentioned trencher type that circulates in the direction are solved, and there is almost no influence due to adhesion of excavated soil, and two or four excavating rods are bundled together with the drive unit in the frame. It has the advantage that it can be held in multiples and the ground improvement of a plurality of parts adjacent to each other can be performed in one operation by simultaneous operation.

しかしながら、深層用として開発された多連ロッド式地盤改良装置では、深層に達する長い掘削ロッドを回転するので、大きな回転トルクが要求され、この解決策として掘削ロッドをモータと変速機による駆動装置に直結して装置としていることから、多連ロッド式では掘削ロッド数と同数の駆動装置をも一括支持することになり、装置重量も必然的に大きくなので、ベースマシンとしてもクローラーのような重量のある自走車両が必要となる。   However, the multiple rod type ground improvement device developed for the deep layer rotates a long excavation rod that reaches the deep layer, so a large rotational torque is required, and as a solution to this, the excavation rod is replaced with a motor and transmission drive device. Since it is directly connected to the device, the multiple rod type system supports the same number of drilling rods as the number of drilling rods, and the device weight is inevitably large. A self-propelled vehicle is required.

それに対し、地面から5m辺りまでの浅層の地盤改良では、深層までの地盤改良に比べて掘削ロッドの長さが短く、また土圧の影響も小さいことから、深層の地盤改良に比べて回転トルクが小さくて済む。このような状況において深層用として使用されている多連ロッド式を、掘削ロッドの長さを短くして、そのまま浅層用として使用することは不経済であり、また装置としても不要な重量増加となることなどから、4本の掘削ロッドをトレンチャー式と同様に、バックホウ等の機動性を有する自走車両をベースマシンとする浅層の地盤改良には使用し難いとされていた。   On the other hand, in the ground improvement of shallow layers up to about 5m from the ground, the length of the excavation rod is shorter and the influence of earth pressure is smaller than in the ground improvement up to the deep layers, so it rotates compared to the deep ground improvement. Torque is small. In such a situation, it is uneconomical to use the multiple rod type used for the deep layer as it is for the shallow layer by shortening the length of the drilling rod, and unnecessary weight increase as a device Therefore, it was difficult to use four drilling rods for shallow ground improvement using a self-propelled vehicle such as a backhoe as a base machine, similar to the trencher type.

この発明は、上記従来の課題を解決するために考えられたものであつて、その目的は、4本の掘削ロッドを保持盤の四方に等間隔に保持することによって、各掘削ロッドを共通のモータにより回転可能となし、浅層の地盤改良を従来よりも効率よく行うことができる新たな多連ロッド式浅層地盤改良工法を提供することにある。   The present invention has been conceived in order to solve the above-described conventional problems. The purpose of the present invention is to hold the four excavating rods at equal intervals in the four directions of the holding disc so that each excavating rod can be shared. An object of the present invention is to provide a new multiple rod type shallow ground improvement method which can be rotated by a motor and can improve shallow ground more efficiently than before.

またこの発明は、4本の掘削ロッドを備えた多連ロッド式であっても、地盤改良装置の重量軽減からブーム又はアームを備えた機動性のある自走車両をベースマシンに採用して、浅層の地盤改良を効率よく行うことができる新たな多連ロッド式浅層地盤改良機械を提供するものである。   Moreover, even if this invention is a multiple rod type provided with four excavation rods, it employs a mobile self-propelled vehicle equipped with a boom or an arm as a base machine to reduce the weight of the ground improvement device, The present invention provides a new multiple rod type shallow ground improvement machine that can efficiently improve the ground of a shallow layer.

上記目的によるこの発明の多連ロッド式浅層地盤改良工法は、中空で先端の掘削ヘッドに掘削翼と攪拌翼及び吐出口を有する4本の掘削ロッドを、保持盤の四方に保持し、その4本の掘削ロッドを1台又は2台の共通のモータにより回転して、該掘削ロッドを軟弱地盤に貫入するとともに、地盤改良材を掘削ロッド内を通してロッド先端から掘削土に吐出して、上記掘削翼により地盤と地盤改良材とを攪拌混合する、というものである。   The multiple rod type shallow ground improvement method of the present invention according to the above object is to hold four drilling rods having a drilling blade, a stirring blade and a discharge port at the drilling head at the tip of the hollow, on all sides of the holding plate, The four excavation rods are rotated by one or two common motors to penetrate the excavation rod into the soft ground, and the ground improvement material is discharged from the rod tip to the excavation soil through the excavation rod. The ground and ground improvement material are stirred and mixed by the excavating blade.

また上記4本の掘削ロッドを、保持盤に回転自在に保持し、その4本の掘削ロッドと保持盤に設置した上記共通のモータとを伝動機構を介し接続して、4本の掘削ロッドを保持盤と共に昇降自在に鉛直に支持し、その支持高さを維持してモータにより4本の掘削ロッドを回転して、該掘削ロッドを軟弱地盤に貫入するとともに、上記掘削翼により地盤と地盤改良材とを攪拌混合して、軟弱地盤に互いに隣位した4つの円柱状の改良地盤を同時に施工してなる、というものである。   Further, the four excavation rods are rotatably held on a holding plate, and the four excavation rods are connected to the common motor installed on the holding disc via a transmission mechanism. It is supported vertically so as to be able to move up and down together with the holding plate, and while maintaining the support height, the four excavation rods are rotated by a motor to penetrate the soft excavation rod, and the ground and the ground are improved by the excavation blades. The material is stirred and mixed, and four columnar improved grounds adjacent to each other are simultaneously applied to the soft ground.

この発明の多連ロッド式浅層地盤改良機械は、中空で先端の掘削ヘッドに掘削翼と攪拌翼及び吐出口を有する4本の掘削ロッドを、保持盤に回転自在に一括保持して四方に縦に並設し、その4本の掘削ロッドと保持盤上に設置した1台又は2台の共通のモータを伝動機構を介し接続して、該モータにより4本の掘削ロッドが同時回転するように構成し、その掘削ロッドを保持盤と共に支持する昇降手段を備えたケリーバーを、該保持盤の中央に立設してなる地盤改良装置と、該地盤改良装置を支持する走行自在なベースマシンとからなる、というものである。   The multiple rod type shallow ground improvement machine according to the present invention has four drilling rods having a drilling blade, a stirring blade, and a discharge port at a hollow tip drilling head, which are rotatably held on a holding plate in four directions. The four excavation rods and the one or two common motors installed on the holding plate are connected via a transmission mechanism so that the four excavation rods rotate at the same time. A ground improvement device in which a kelly bar provided with an elevating means for supporting the excavation rod together with the holding plate is provided at the center of the holding plate, and a base machine capable of traveling to support the ground improvement device. It consists of.

また上記保持盤は偏平なケースからなり、その内部に等間隔に縦に設けて上下端をケース外に突出した中空の出力軸を四方に備え、その出力軸の下端に上記掘削ロッドの上端をジョイントして、4本の掘削ロッドを保持盤に回転自在に一括保持し、出力軸の上端にスイベルを取付けてなる、というものである。   Further, the holding plate is made of a flat case, and is provided with a hollow output shaft provided vertically at equal intervals in the inside thereof and projecting the upper and lower ends out of the case in four directions, and the upper end of the drilling rod is provided at the lower end of the output shaft. The four excavating rods are collectively held rotatably on a holding disc, and a swivel is attached to the upper end of the output shaft.

この発明における上記伝動機構は歯車によるもので、大径歯車と小径歯車とを同心に一体に有し、大径歯車をモータ軸の駆動歯車と噛合して上記保持盤の上に回転自在に軸支した変速歯車と、一対の出力軸間のケース上蓋に嵌挿した回転軸の外端に取付けて、変速歯車の小径歯車と噛合した中間歯車と、各出力軸のケース内の軸部周囲に嵌着した歯車と、互いに噛合した一対の歯車を一組みとして出力軸間に回転自在に軸支し、該出力軸の歯車と噛合した伝動歯車とからなり、その伝動歯車の1つを上記回転軸にジョイントして、上記中間歯車と共に回転するように構成してなる、というものである。   The transmission mechanism according to the present invention is a gear, and has a large-diameter gear and a small-diameter gear concentrically and integrally, and the large-diameter gear meshes with the drive gear of the motor shaft so that the shaft can be rotated on the holding plate. An intermediate gear meshed with a small-diameter gear of the transmission gear, and a shaft portion in the case of each output shaft around the shaft portion attached to the outer end of the rotating shaft fitted into the case lid between the pair of output shafts. A pair of gears engaged with each other and a pair of gears meshed with each other are rotatably supported between the output shafts, and the transmission gears mesh with the gears of the output shafts. It is configured to be jointed with a shaft and rotate with the intermediate gear.

また上記保持盤上のモータは2台で、上記ケリーバーを挟んだ対向位置に設置され、そのモータごとに上記変速歯車と中間歯車とを設け、その中間歯車の回転軸に上記伝動歯車の1つをそれぞれジョイントして、4本の掘削ロッドを2台のモータにより同時回転する構成からなるというものであり、上記ベースマシンは、ブーム又はアームを備えた自走車両からなり、そのブーム又はアームに設けた昇降装置に上記ケリーバーを昇降自在に取付けて、ベースマシンにより上記地盤改良装置を支持してなる、というものである。   Two motors on the holding plate are installed at opposing positions with the kelly bar in between. The transmission gear and the intermediate gear are provided for each motor, and one of the transmission gears is provided on the rotation shaft of the intermediate gear. And the base machine is a self-propelled vehicle equipped with a boom or an arm, and the boom or arm is attached to the boom or arm. The above-mentioned kelly bar is attached to the provided lifting device so as to be movable up and down, and the ground improvement device is supported by a base machine.

上記多連ロッド式浅層地盤改良工法では、保持盤の四方に保持した4本の掘削ロッドを、共通のモータにより同時に回転して軟弱地盤に貫入でき、また貫入とともに攪拌翼の回転による地盤と地盤改良材の攪拌混合が生ずるので、トレンチャー式における摩擦抵抗や攪拌翼の高さ制限等の課題が解決され、浅層の地盤改良でも1回の作業で4つの部位の地盤改良が同時に行えるので作業効率の向上ともなる。また掘削ロッドでは掘削土の付着が少なく、洗浄も次の作業部位に移動して設置する間に簡単に済むので、掘削ロッドの回転による掘削攪拌の効率の良さと相俟って工期も短縮されるようになる。   In the above-mentioned multiple rod type shallow ground improvement method, the four excavation rods held on all sides of the holding plate can be simultaneously rotated by a common motor to penetrate into the soft ground. Since the mixing of ground improvement material occurs, problems such as frictional resistance in the trencher type and the height limitation of the stirring blade are solved, and even in shallow ground improvement, the ground improvement of four parts can be performed simultaneously in one operation. It also improves work efficiency. In addition, the excavation rod has less adhesion of excavation soil, and cleaning can be done easily while moving to the next work site, so that the construction period can be shortened due to the efficiency of excavation stirring by the rotation of the excavation rod. Become so.

上記多連ロッド式浅層地盤改良機械では、4本の掘削ロッドを保持盤に回転自在に一括保持して四方に縦に並設し、その掘削ロッドと保持盤上に設置した共通のモータとを伝動機構を介し接続して、該モータにより4本の掘削ロッドが同時回転するように構成したので、掘削ロッドごとのモータや変速機が不要となって装置の重量が軽減されることから、機動性のある自走車両をベースマシンに採用して、浅層の地盤改良を効率よく行えるようになる。   In the above-described multiple rod type shallow ground improvement machine, four excavation rods are rotatably held together on a holding disc and arranged vertically in four directions, and the excavation rod and a common motor installed on the holding disc Since the four excavation rods are simultaneously rotated by the motor, the motor and transmission for each excavation rod are not required, and the weight of the device is reduced. Adopting a mobile self-propelled vehicle as the base machine, it will be possible to efficiently improve the shallow ground.

また4本の掘削ロッドを、保持盤の四方に等間隔に縦に内設した4本の出力軸にそれぞれジョイントして、保持盤から下方に等間隔に並設し、その保持盤を中央に立設したケリーバーにより昇降自在に支持したので、4本の掘削ロッドによる浅層の地盤改良が、ケリーバーをバックホウなどの自走車両が備えるブームやアームにより支持して容易に行えるようになる。   Also, four excavation rods are jointed to four output shafts installed vertically at equal intervals in the four directions of the holding plate, respectively, and are juxtaposed downward from the holding plate at equal intervals, with the holding plate in the center. Since the elevating support is provided by the standing kerry bar, the shallow ground improvement by the four excavating rods can be easily performed by supporting the kerry bar by a boom or arm provided in a self-propelled vehicle such as a backhoe.

また保持盤の内外に設けた一連の歯車による伝動機構により、4本の掘削ロッドが同時に回転作動するので、保持盤上に設置したモータを共通とするものであっても、互いに隣接した4つの部位の地盤改良を1回の作業で均等に行い得る。   In addition, the four excavation rods are simultaneously rotated by a transmission mechanism using a series of gears provided inside and outside the holding plate, so even if the motor installed on the holding plate is shared, The ground improvement of a part can be performed equally by one operation.

図中1は浅層用の地盤改良装置、2はベースマシンとなるバックホウなどの自走車両(以下バックホウという)で、アーム21に軸設した先端部材22にブラケット23が取付けてあり、そのブラケット23に地盤改良装置1がケリーバー12を挿通してブーム先端に昇降自在に鉛直に設けてある。またブーム21と先端部材22は油圧シリンダ21a,22aにより、それぞれ回動自在に支持されている。なお、ベースマシンとしてはバックホウ以外の自走車両、たとえば、泥上車、ラフテレーンクレーン、クローラクレーン等も、場合によっては採用することがきる。   In the figure, reference numeral 1 is a ground improvement device for a shallow layer, and 2 is a self-propelled vehicle (hereinafter referred to as a backhoe) such as a backhoe that serves as a base machine. 23, the ground improvement device 1 is vertically provided so as to be movable up and down at the tip of the boom through the kelly bar 12. The boom 21 and the tip member 22 are rotatably supported by hydraulic cylinders 21a and 22a, respectively. In addition, as a base machine, a self-propelled vehicle other than the backhoe, for example, a mud vehicle, a rough terrain crane, a crawler crane, and the like can be used depending on circumstances.

上記地盤改良装置1は、偏平で円形のケースによる中空の保持盤11と、ケース上蓋11aの中央に下端のフランジ12aをジョイントして保持盤11に立設したH型鋼のケリーバー12と、ケース上蓋11aの片側に設置して保持盤上に設けた油圧又は電動の掘削攪拌用のモータ13と、保持盤11の四方に等間隔に縦に内設して上下端をケース外に突出した4本の中空の出力軸14,14,14,14と、その出力軸14,14,14,14を同時に回転するケース内外の一連の歯車による伝動機構3と、各出力軸14の下端に上端をジョイントして保持盤11から下方に並設した等間隔の4本の中空の掘削ロッド15,15,15,15と、上記ブラケット23の上に設置した昇降装置16とからなる。   The ground improvement device 1 includes a hollow holding plate 11 having a flat and circular case, an H-shaped steel kelly bar 12 erected on the holding plate 11 with a lower end flange 12a joined to the center of the case upper lid 11a, and a case upper lid. A hydraulic or electric motor 13 for excavating and stirring installed on one side of the holding plate 11a, and four that are vertically installed at equal intervals on four sides of the holding plate 11 and projecting the upper and lower ends out of the case Hollow output shafts 14, 14, 14, 14, a transmission mechanism 3 using a series of gears inside and outside the case that simultaneously rotate the output shafts 14, 14, 14, 14, and upper ends at the lower ends of the respective output shafts 14 Then, four hollow excavation rods 15, 15, 15, 15, which are equidistantly arranged in parallel downward from the holding plate 11, and a lifting device 16 installed on the bracket 23 are included.

上記モータ13は、モータ軸を下側にしてケース上蓋11aに設置した支持台17に載置してあり、そのモータ軸に取付けた小径の駆動歯車13aに、大径歯車18aと小径歯車18bとを同心に一体に有する変速歯車18が、ケース上蓋11aに立設した支軸18cに回転自在に支承して噛合してある。また小径歯車18bには中間歯車19が噛合してあり、その中間歯車19は一対の出力軸間のケース上蓋11aに嵌挿した回転軸19aの外端に取付けてある。   The motor 13 is mounted on a support base 17 installed on the case upper lid 11a with the motor shaft on the lower side, and a large-diameter gear 18a and a small-diameter gear 18b are connected to a small-diameter drive gear 13a attached to the motor shaft. A transmission gear 18 that is integrally and concentrically is rotatably supported and meshed with a support shaft 18c that is erected on the case upper lid 11a. Further, an intermediate gear 19 is engaged with the small-diameter gear 18b, and the intermediate gear 19 is attached to the outer end of the rotating shaft 19a fitted into the case upper lid 11a between the pair of output shafts.

上記出力軸14はケース上蓋11aとケース底板11bとに回転自在に支持されており、ケース上蓋11aから突出した上端にスイベル20が取付けてある。またケース底板11bから突出した下端のフランジに上記掘削ロッド15がジョイントしてある。掘削ロッド15は浅層用として5m程の長さのもので、各掘削ヘッドの左右には互いにオーバーラップさせて通常構造の掘削翼15aと攪拌翼15bが上下に取付けてある。   The output shaft 14 is rotatably supported by the case upper lid 11a and the case bottom plate 11b, and a swivel 20 is attached to the upper end protruding from the case upper lid 11a. The excavation rod 15 is jointed to a flange at the lower end protruding from the case bottom plate 11b. The excavation rod 15 has a length of about 5 m for a shallow layer, and an excavation blade 15a and a stirring blade 15b having a normal structure are vertically attached to the left and right of each excavation head so as to overlap each other.

上記出力軸14のケース内の軸部周囲には歯車33が嵌着してある。また各歯車33の間には互いに噛合して一組みとした一対の伝動歯車31,32、31′,32′が、ケース上蓋11aとケース底板11bとにわたり設けた支軸31a,32a,31a′,32a′に回転自在にそれぞれ支承して配設してあり、その1つの伝動歯車31′を上記回転軸19aの内端にジョイントして上記中間歯車19と共に回転するようにしてある。   A gear 33 is fitted around the shaft portion in the case of the output shaft 14. A pair of transmission gears 31, 32, 31 'and 32' meshing with each other between the gears 33 are provided on support shafts 31a, 32a and 31a 'provided between the case top cover 11a and the case bottom plate 11b. , 32a 'are rotatably supported and arranged so that one transmission gear 31' is jointed to the inner end of the rotary shaft 19a and rotated together with the intermediate gear 19.

上記伝動機構では、上記モータ13の回転が減速歯車18を介して中間歯車19に伝達され、中間歯車19が回転軸19aとジョイントした伝動歯車31′と共に回転する。この伝動歯車31′の回転は出力軸14の歯車33と伝動歯車32′の両方に同時に伝達され、さらに出力軸14の歯車33と噛合した一組みの伝動歯車31,32を介して他の出力軸14,14の歯車33,33にそれぞれ伝達される。これにより4本の出力軸14,14,14,14がジョイントした掘削ロッド15,15,15,15と共に同時に回転する。   In the transmission mechanism, the rotation of the motor 13 is transmitted to the intermediate gear 19 via the reduction gear 18, and the intermediate gear 19 rotates together with the transmission gear 31 'jointed with the rotary shaft 19a. The rotation of the transmission gear 31 ′ is simultaneously transmitted to both the gear 33 and the transmission gear 32 ′ of the output shaft 14, and further outputs through the set of transmission gears 31 and 32 meshed with the gear 33 of the output shaft 14. The shafts 14 and 14 are transmitted to gears 33 and 33, respectively. As a result, the four output shafts 14, 14, 14, 14 rotate simultaneously with the excavating rods 15, 15, 15, 15 jointed.

また中間歯車19から各伝動歯車を介して各出力軸14に伝達された回転は、歯車により伝達されるごとに回転方向が左回転と右回転に変更される。これにより対角線上の出力軸14,14の回転方向が同一方向となり、4本の掘削ロッド15,15,15,15の回転方向が交互に異なることから、回転トルクによる掘削方向の偏りが解消されて、改良地盤の掘削が垂直に行われるようになる。この際の垂直性確認は傾斜計(図では省略)を保持盤11に取付けて行うことができる。   Further, the rotation transmitted from the intermediate gear 19 to each output shaft 14 via each transmission gear changes the rotation direction to left rotation and right rotation every time it is transmitted by the gear. As a result, the rotational directions of the output shafts 14 and 14 on the diagonal line become the same direction, and the rotational directions of the four excavating rods 15, 15, 15, and 15 are alternately different, so the deviation of the excavating direction due to the rotational torque is eliminated. Thus, the excavation of the improved ground will be performed vertically. In this case, the verticality can be confirmed by attaching an inclinometer (not shown in the figure) to the holding plate 11.

図5は、モータ13にモータ13′を加え、同一構成の伝動機構により各掘削ロッド15を、片側一対ごとに2台のモータ13,13′によりそれぞれ回転駆動するようにして、回転力をパワーアップした場合を例示するものである。   In FIG. 5, the motor 13 'is added to the motor 13, and each excavating rod 15 is driven to rotate by the two motors 13, 13' for each pair of one side by a transmission mechanism having the same configuration. This is an example of the case where it is up.

モータ13,13′は上記ケリーバー12を挟んだ対向位置に設置され、そのモータ13,13′ごとに上記変速歯車18と中間歯車19とを設け、その中間歯車19の回転軸19aに上記伝動歯車31′がそれぞれジョイントしてある。かかる構成でもモータ13,13′を同時に回転駆動すると、図3に示す1台のモータによる場合と同様に、4本の掘削ロッド15,15,15,15の回転方向が交互に異なって回転トルクによる掘削方向の偏りが解消される。   The motors 13 and 13 'are installed at opposite positions with the Kelly bar 12 interposed therebetween, and the transmission gear 18 and the intermediate gear 19 are provided for each of the motors 13 and 13', and the transmission gear is provided on the rotation shaft 19a of the intermediate gear 19. Each 31 'is jointed. Even in such a configuration, when the motors 13 and 13 'are simultaneously driven to rotate, the rotational directions of the four excavating rods 15, 15, 15, and 15 are alternately different as in the case of the single motor shown in FIG. The deviation of the excavation direction due to the is eliminated.

この2台のモータ13,13′による回転駆動では、掘削翼15a及び攪拌翼15bのオーバーラップが不要なとき、または掘削翼15a及び攪拌翼15bがオーバーラップしても互いに衝突しないように上下に位置をずらせて設けられている場合には、回転同調は要しないので伝動歯車31,32は省略される。   In the rotational drive by the two motors 13 and 13 ', when the excavation blade 15a and the stirring blade 15b do not need to overlap, the excavation blade 15a and the stirring blade 15b do not collide with each other even if they overlap. In the case where the positions are shifted, the transmission gears 31 and 32 are omitted because rotation tuning is not required.

上記昇降装置16は、図6及び図7に示すように、ブラケット23に形成した開口23aに隣接して、ブラケット上に設置した左右一対のフレーム24a,24bによる台座24と、片側のフレーム24aの上下フレーム24a′,24a″に支承して縦設したオームギヤー25と、そのオームギヤー25の軸端にモータ軸をジョイントして上フレーム24a′に設置した油圧又は電動の昇降用モータ27と、一対のフレーム24a,24bに横架した回転軸29と、その回転軸29に取付けてフレーム間に設けた左右一対のチェーンスプロケット27及び、オームギヤー25と噛合した昇降用歯車28と、フレーム24a,24bに支承してチェーンスプロケット27の上下に設けた左右一対のガイドスプロケット30a,30bと、昇降用チェーン30cとからなる。   As shown in FIGS. 6 and 7, the lifting device 16 is adjacent to an opening 23a formed in the bracket 23 and includes a pedestal 24 by a pair of left and right frames 24a and 24b installed on the bracket, and a frame 24a on one side. A pair of ohmic gears 25 supported by the upper and lower frames 24a 'and 24a ", a hydraulic or electric lifting motor 27 installed on the upper frame 24a' with a motor shaft connected to the shaft end of the ohmic gear 25, and a pair of A rotary shaft 29 horizontally mounted on the frames 24a and 24b, a pair of left and right chain sprockets 27 attached to the rotary shaft 29 and provided between the frames, an elevating gear 28 meshed with the ohm gear 25, and supported by the frames 24a and 24b. A pair of left and right guide sprockets 30a, 30b provided above and below the chain sprocket 27, and Consisting of a chain 30c.

この昇降用チェーン30cは、上記ケリーバー12のフランジ内両側に縦長に張設された左右一対のチエーンからなり、上記ブラケット23の開口23aにケリーバー12と共に挿通して、チェーンスプロケット27とガイドスプロケット30a,30bとに交互に掛け設けられている。これによりケリーバー12とその下端にジョイントした保持盤11及び4本の掘削ロッド15,15,15,15が、昇降用チェーン30cと昇降装置16とを介してブラケット23に昇降自在に支持され、昇降用モータ26の回転方向により上下に移動する。   The elevating chain 30c is composed of a pair of left and right chains extending vertically on both sides of the flange of the kelly bar 12, and is inserted together with the kelly bar 12 into the opening 23a of the bracket 23 so that the chain sprocket 27 and the guide sprocket 30a, 30b alternately. As a result, the kelly bar 12 and the holding plate 11 jointed to the lower end thereof and the four excavating rods 15, 15, 15, 15 are supported by the bracket 23 via the lifting chain 30c and the lifting device 16 so as to be lifted and lowered. The motor 26 moves up and down depending on the direction of rotation.

上記構成の多連ロッド式浅層地盤改良機械による地盤改良では、図1に示すように、バックホウ2のブーム先端のブラケット23に支持して、各掘削ロッド15の掘削ヘッドを軟弱地盤4の地面に接地したのち、昇降用モータ26をフリーにしてモータ13又はモータ13,13′により各出力軸14を回転すると、掘削ロッド15,15,15,15が同時回転し、また保持盤11及びケリーバー12の荷重を受けて掘削ヘッドが地盤中に貫入されて、掘削翼15aの水平回転により軟弱地盤4が掘削されてゆく。この際、ケリーバー12の傾斜角をブラケット上に立設したカバー12bにより全方向に2度以内に制御できるので、掘削時の傾斜による偏荷重が防止され、四方の掘削孔がオーバーラップした掘削を設定深度までほぼ鉛直に行えるようになる。   In the ground improvement by the multiple rod type shallow ground improvement machine having the above-described configuration, the excavation head of each excavation rod 15 is supported by the bracket 23 at the boom tip of the backhoe 2 and the ground of the soft ground 4 as shown in FIG. When the output shaft 14 is rotated by the motor 13 or the motor 13, 13 'with the lifting motor 26 free, the excavation rods 15, 15, 15, 15 rotate simultaneously, and the holding plate 11 and the kelly bar Under the load of 12, the excavation head penetrates into the ground, and the soft ground 4 is excavated by the horizontal rotation of the excavation blade 15a. At this time, since the inclination angle of the kelly bar 12 can be controlled within 2 degrees in all directions by the cover 12b erected on the bracket, the uneven load due to the inclination at the time of excavation is prevented, and excavation in which the four excavation holes overlap is performed. It becomes possible to do almost vertically up to the set depth.

各掘削ロッド15を回転して掘削を行いながら、保持盤11の上に突出した出力軸上端のスイベル20から、液状の地盤改良材を回転している出力軸14を経て掘削ロッド15に圧送すると、掘削ヘッド15aの吐出口(図は省略)から掘削土中に地盤改良材を吐出して、掘削ヘッドが定着深度に達するまで、水平回転の掘削翼15aによる掘削と攪拌翼15bによる地盤改良材の攪拌混合とが同時に行われる。地盤改良材としては、セメント系、石灰系などが用いられ、掘削ロッド15の圧送手段としては、通常に実施されているスラリー方式や粉体噴射方式などを採用することができる。   When each excavating rod 15 is rotated and excavated, the liquid ground improvement material is pumped to the excavating rod 15 from the swivel 20 at the upper end of the output shaft protruding above the holding disc 11 through the rotating output shaft 14. The ground improvement material is discharged from the discharge port (not shown) of the excavation head 15a into the excavation soil until the excavation head reaches the anchoring depth, and the ground improvement material is excavated by the horizontally rotating excavation blade 15a and the agitation blade 15b. And stirring and mixing are simultaneously performed. As the ground improvement material, cement-based, lime-based, or the like is used, and as a pumping means for the excavation rod 15, a slurry method or a powder injection method that is usually performed can be employed.

掘削完了後に地盤改良材の圧送供給を停止し、4本の掘削ロッド15,15,15,15の回転は停止せずに継続して、上記昇降用モータ16を作動すると、ケリーバー12の上昇により4本の掘削ロッド15,15,15,15が保持盤11と共に引き上げられながら、混合された地盤改良材と掘削土とを攪拌翼15aにより再攪拌混合してゆく、これにより互いに隣接した掘削部位の地盤改良を地面まで充分に行われて、そこに4つの円柱状の改良地盤41が同時施工される。   After the excavation is completed, the pumping supply of the ground improvement material is stopped, and the rotation of the four excavation rods 15, 15, 15, 15 is continued without stopping. While the four excavating rods 15, 15, 15, and 15 are pulled up together with the holding disc 11, the mixed ground improvement material and excavated soil are re-stirred and mixed by the stirring blade 15a. The ground improvement is sufficiently performed up to the ground, and four columnar improvement grounds 41 are simultaneously applied thereto.

掘削ロッド15の回転は攪拌翼15bが地面に達した時点で停止され、ロッド引き上げは掘削ヘッドが地面から抜け出た後に停止となる。そして浅層地盤改良装置1はバックホウ2により改良地盤41の隣の次の作業部位に移動され、再び上記と同様な地盤改良作業を開始する。   The rotation of the excavation rod 15 is stopped when the stirring blade 15b reaches the ground, and the rod lifting is stopped after the excavation head comes out of the ground. Then, the shallow ground improvement device 1 is moved to the next work site next to the improved ground 41 by the backhoe 2, and again starts the ground improvement work similar to the above.

このようなことから、4本の掘削ロッド15,15,15,15による浅層の地盤改良が、バックホウ2のブーム21に支持して容易に行えるようになり、また4本の掘削ロッドの同時作動も1台のモータ13又は2台のモータ13,13′で済むので装置の軽量化が図られ、バックホウ2による4本の掘削ロッドの移動も保持盤と共に簡単に行えることから、作業効率の向上ともなり、工期の短縮ともなる。   For this reason, shallow ground improvement by the four excavating rods 15, 15, 15, 15 can be easily performed by supporting the boom 21 of the backhoe 2, and the four excavating rods can be simultaneously used. Since only one motor 13 or two motors 13 and 13 'are required for operation, the weight of the apparatus can be reduced, and the four excavation rods can be easily moved together with the holding plate by the backhoe 2, thereby improving the work efficiency. It will improve and shorten the construction period.

また施工条件に制限を受やすい河川の隣接地や山間部に乗り入れて掘削ロッドによる地盤改良を効率よく行うこともでき、軟弱地盤によっては浅層より深い10m辺りの地盤改良も可能となる。   In addition, it is possible to efficiently improve the ground with excavation rods by entering the adjacent land or mountainous area where the construction conditions are subject to restrictions, and depending on the soft ground, it is possible to improve the ground around 10 m deeper than the shallow layer.

この発明に係わる多連ロッド式浅層地盤改良機械の側面図である。It is a side view of the multiple rod type shallow ground improvement machine concerning this invention. 同上の浅層地盤改良時の側面図である。It is a side view at the time of shallow ground improvement same as the above. 地盤改良装置の作動軸と伝動機構の配置位置を示す保持盤の平面図である。It is a top view of the holding | maintenance board which shows the operating shaft of a ground improvement apparatus, and the arrangement position of a transmission mechanism. 同上の駆動モータ部位を中央とする保持盤の展開断面図である。It is an expanded sectional view of a maintenance board which makes the drive motor part same as the above central. 2台の掘削攪拌用のモータを備えた図3と同様な保持盤の平面図である。It is a top view of the same holding | maintenance board as FIG. 3 provided with two motors for excavation stirring. 昇降装置の縦断面図である。It is a longitudinal cross-sectional view of a raising / lowering apparatus. 昇降装置の平断面図である。It is a plane sectional view of a lifting device.

符号の説明Explanation of symbols

1 浅層用の地盤改良装置
2 バックホウ
3 伝動機構
4 軟弱地盤
11 保持盤
11a ケース上蓋
11b ケース底板
12 ケリーバー
13,13′ 掘削攪拌用のモータ
14 掘削ロッドの出力軸
15 掘削ロッド
16 昇降装置
18 変速歯車
19 中間歯車
20 スイベル
21 バックウーのブーム
22 先端部材
23 ブラケット
24 昇降装置のフレーム
25 オームギヤー
26 昇降用モータ
27 チェーンスプロケット
28 昇降用歯車
30a 上ガイドスプロケット
30b 下ガイドスプロケット
30c 昇降用チェーン
31,32,31′,32″ 一組の伝動歯車
33 出力軸の歯車
41 改良地盤
DESCRIPTION OF SYMBOLS 1 Ground improvement apparatus for shallow layers 2 Backhoe 3 Transmission mechanism 4 Soft ground 11 Holding board 11a Case upper cover 11b Case bottom board 12 Kelly bar 13, 13 'Excavation stirring motor 14 Excavation rod output shaft 15 Excavation rod 16 Elevator 18 Shifting Gear 19 Intermediate gear 20 Swivel 21 Backhoe boom 22 End member 23 Bracket 24 Lifting device frame 25 Ohm gear 26 Lifting motor 27 Chain sprocket 28 Lifting gear 30a Upper guide sprocket 30b Lower guide sprocket 30c Lifting chains 31, 32, 31 ′, 32 ″ A set of transmission gears 33 Output shaft gears 41 Improved ground

Claims (7)

中空で先端の掘削ヘッドに掘削翼と攪拌翼及び吐出口を有する4本の掘削ロッドを、保持盤の四方に保持し、その4本の掘削ロッドを1台又は2台の共通のモータにより回転して、該掘削ロッドを軟弱地盤に貫入するとともに、地盤改良材を掘削ロッド内を通してロッド先端から掘削土に吐出して、上記掘削翼により地盤と地盤改良材とを攪拌混合することを特徴とする多連ロッド式浅層地盤改良工法。   Four drilling rods, which are hollow and have a drilling blade, a stirring blade, and a discharge port at the tip of the drilling head, are held on all sides of a holding plate, and the four drilling rods are rotated by one or two common motors. The excavation rod penetrates into the soft ground, the ground improvement material is discharged from the rod tip to the excavation soil through the excavation rod, and the ground and the ground improvement material are stirred and mixed by the excavation blade. A multiple rod type shallow ground improvement method. 上記4本の掘削ロッドを、保持盤に回転自在に保持し、その4本の掘削ロッドと保持盤に設置した上記共通のモータとを伝動機構を介し接続して、4本の掘削ロッドを保持盤と共に昇降自在に鉛直に支持し、その支持高さを維持してモータにより4本の掘削ロッドを回転して、該掘削ロッドを軟弱地盤に貫入するとともに、上記掘削翼により地盤と地盤改良材とを攪拌混合して、軟弱地盤に互いに隣位した4つの円柱状の改良地盤を同時に施工してなることを特徴とする請求項1記載の多連ロッド式浅層地盤改良工法。   The four excavating rods are rotatably held on a holding plate, and the four excavating rods are connected to the common motor installed on the holding disc via a transmission mechanism to hold the four excavating rods. The vertical excavation rod is supported with the base plate so as to freely move up and down, and the four excavation rods are rotated by a motor while the support height is maintained, and the excavation rod penetrates into the soft ground. The multiple rod type shallow ground improvement method according to claim 1, wherein four cylindrical improved grounds adjacent to each other are simultaneously constructed on the soft ground. 中空で先端の掘削ヘッドに掘削翼と攪拌翼及び吐出口を有する4本の掘削ロッドを、保持盤に回転自在に一括保持して四方に縦に並設し、その4本の掘削ロッドと保持盤上に設置した1台又は2台の共通のモータを伝動機構を介し接続して、該モータにより4本の掘削ロッドが同時回転するように構成し、その掘削ロッドを保持盤と共に支持する昇降手段を備えたケリーバーを、該保持盤の中央に立設してなる地盤改良装置と、該地盤改良装置を支持する走行自在なベースマシンとからなることを特徴とする多連ロッド式浅層地盤改良機械。   Four drilling rods, which are hollow and have a drilling blade, a stirring blade, and a discharge port at the drilling head at the tip, are held together in a rotatable manner on a holding plate, and are arranged in parallel in four directions. Connect one or two common motors installed on the board via a transmission mechanism so that the four excavating rods rotate at the same time by the motor, and support the excavating rods together with the holding disc. A multi-rod rod type shallow ground comprising: a ground improvement device in which a kelly bar provided with means is erected in the center of the holding plate; and a movable base machine that supports the ground improvement device Improved machine. 上記保持盤は偏平なケースからなり、その内部に等間隔に縦に設けて上下端をケース外に突出した中空の出力軸を四方に備え、その出力軸の下端に上記掘削ロッドの上端をジョイントして、4本の掘削ロッドを保持盤に回転自在に一括保持し、出力軸の上端にスイベルを取付けてなることを特徴とする請求項3記載の多連ロッド式浅層地盤改良機械。   The holding plate consists of a flat case, and is equipped with a hollow output shaft that is provided vertically at equal intervals in the interior and has upper and lower ends protruding outside the case. The upper end of the drilling rod is jointed to the lower end of the output shaft. 4. The multiple rod type shallow ground improvement machine according to claim 3, wherein the four excavating rods are collectively held rotatably on a holding disc and a swivel is attached to the upper end of the output shaft. 上記伝動機構は歯車によるもので、大径歯車と小径歯車とを同心に一体に有し、大径歯車をモータ軸の駆動歯車と噛合して上記保持盤の上に回転自在に軸支した変速歯車と、
一対の出力軸間のケース上蓋に嵌挿した回転軸の外端に取付けて、変速歯車の小径歯車と噛合した中間歯車と、
各出力軸のケース内の軸部周囲に嵌着した歯車と、
互いに噛合した一対の歯車を一組みとして出力軸間に回転自在に軸支し、該出力軸の歯車と噛合した伝動歯車とからなり、
その伝動歯車の1つを上記回転軸にジョイントして、上記中間歯車と共に回転するように構成してなることを特徴とする請求項3又は4の何れかに記載の多連ロッド式浅層地盤改良機械。
The transmission mechanism is a gear, and has a large-diameter gear and a small-diameter gear concentrically integrated, and the large-diameter gear meshes with the drive gear of the motor shaft and is rotatably supported on the holding plate. Gears,
An intermediate gear that is attached to the outer end of a rotating shaft that is fitted into a case upper lid between a pair of output shafts, and meshes with a small-diameter gear of a transmission gear;
A gear fitted around the shaft in the case of each output shaft;
A pair of gears meshed with each other is rotatably supported between the output shafts as a set, and consists of a transmission gear meshed with the gears of the output shaft,
5. The multiple rod type shallow ground according to claim 3, wherein one of the transmission gears is connected to the rotary shaft so as to rotate together with the intermediate gear. Improved machine.
上記保持盤上のモータは2台で、上記ケリーバーを挟んだ対向位置に設置され、そのモータごとに上記変速歯車と中間歯車とを設け、その中間歯車の回転軸に上記伝動歯車の1つをそれぞれジョイントして、4本の掘削ロッドを2台のモータにより同時回転する構成からなることを特徴とする請求項3〜5の何れかに記載の多連ロッド式浅層地盤改良機械。   Two motors on the holding plate are installed at opposite positions across the kelly bar. Each of the motors is provided with the transmission gear and the intermediate gear, and one of the transmission gears is attached to the rotation shaft of the intermediate gear. The multiple rod type shallow ground improvement machine according to any one of claims 3 to 5, wherein each of the joints is configured such that four excavation rods are simultaneously rotated by two motors. 上記ベースマシンは、ブーム又はアームを備えた自走車両からなり、そのブーム又はアームに設けた昇降装置に上記ケリーバーを昇降自在に取付けて、ベースマシンにより上記地盤改良装置を支持してなることを特徴とする請求項3〜6の何れかに記載の多連ロッド式浅層地盤改良機械。   The base machine is a self-propelled vehicle having a boom or an arm, and the kelly bar is attached to an elevating device provided on the boom or arm so as to be movable up and down, and the ground improvement device is supported by the base machine. The multiple rod type shallow ground improvement machine according to any one of claims 3 to 6.
JP2007097722A 2007-04-03 2007-04-03 Multiple rod-type shallow-ground improving method and multiple rod-type shallow-ground improving machine Pending JP2008255616A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010144332A (en) * 2008-12-16 2010-07-01 Onoda Chemico Co Ltd Soil improving work apparatus and soil improving method
CN113235554A (en) * 2021-05-28 2021-08-10 宋聚斌 Soft soil foundation treatment device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51152810U (en) * 1975-05-31 1976-12-06
JPS6266929U (en) * 1985-10-14 1987-04-25

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51152810U (en) * 1975-05-31 1976-12-06
JPS6266929U (en) * 1985-10-14 1987-04-25

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010144332A (en) * 2008-12-16 2010-07-01 Onoda Chemico Co Ltd Soil improving work apparatus and soil improving method
CN113235554A (en) * 2021-05-28 2021-08-10 宋聚斌 Soft soil foundation treatment device
CN113235554B (en) * 2021-05-28 2023-09-22 宋聚斌 Soft soil foundation treatment device

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