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JPH07122263B2 - Ground improvement method and auger device used for construction of the method - Google Patents
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JPH07122263B2 - Ground improvement method and auger device used for construction of the method - Google Patents

Ground improvement method and auger device used for construction of the method

Info

Publication number
JPH07122263B2
JPH07122263B2 JP2251993A JP25199390A JPH07122263B2 JP H07122263 B2 JPH07122263 B2 JP H07122263B2 JP 2251993 A JP2251993 A JP 2251993A JP 25199390 A JP25199390 A JP 25199390A JP H07122263 B2 JPH07122263 B2 JP H07122263B2
Authority
JP
Japan
Prior art keywords
auger
shafts
support rod
auger shaft
fixed
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 - Lifetime
Application number
JP2251993A
Other languages
Japanese (ja)
Other versions
JPH04131420A (en
Inventor
勇 辻野
Original Assignee
株式会社辻野建設
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 株式会社辻野建設 filed Critical 株式会社辻野建設
Priority to JP2251993A priority Critical patent/JPH07122263B2/en
Publication of JPH04131420A publication Critical patent/JPH04131420A/en
Publication of JPH07122263B2 publication Critical patent/JPH07122263B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、支持力の小さい地盤をその地盤上の構造物の
ために、支持力を増加させるべく土壌と固化材とを混合
攪拌して、掘削底部を拡大した基礎地盤中に築造する地
盤改良工法および該工法の施工に使用するオーガー装置
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a ground having a small bearing capacity for a structure on the ground by mixing and stirring soil and a solidifying material to increase the bearing capacity. The present invention relates to a ground improvement method for building in a foundation ground with an enlarged excavated bottom and an auger device used for construction of the method.

[従来の技術] 従来、地耐力の弱い地盤を掘削しながら固化材を注入
し、これを掘削土と混合攪拌して、地盤中に垂直な壁面
を有する柱列杭よりなる独立基礎、または連続地中壁よ
りなる連続基礎を形成して、地耐力を増強せしめる地盤
改良工法が知られていた。
[Prior Art] Conventionally, a solidified material is injected while excavating the ground having weak bearing capacity, and the mixture is mixed with the excavated soil and stirred to form an independent foundation composed of pillar piles having vertical wall surfaces in the ground, or continuous. A ground improvement method has been known in which a continuous foundation consisting of underground walls is formed to enhance the ground bearing capacity.

また、前記地盤改良工法を施工するオーガー装置として
は、地盤に挿入されて回転駆動されるオーガー軸と、こ
のオーガー軸の下端に取付けられた掘削用のビットと、
オーガー軸の下方部周囲に横方向(放射方向)に取付け
られた板状攪拌翼と、前記ビットの近傍に設けられ、オ
ーガー軸中の送給路に圧送された固化材を吐出するノズ
ル部とを備えて形成されていた。
Further, as the auger device for constructing the ground improvement method, an auger shaft which is inserted into the ground and driven to rotate, and a bit for excavation attached to a lower end of the auger shaft,
A plate-shaped stirring blade mounted laterally (radially) around the lower part of the auger shaft, and a nozzle part provided in the vicinity of the bit for discharging the solidified material pressure-fed to the feeding passage in the auger shaft. Was formed.

そして、このオーガー装置により、地盤をビットで掘削
しながら、ノズル部から固化材を吐出し、オーガー軸を
回転駆動し、前記板状攪拌翼で固化材と掘削土とを混合
攪拌して、固化材を硬化させることで、柱列杭あるいは
連続地中壁よりなる基礎を形成していた。
With this auger device, while excavating the ground with a bit, the solidifying material is discharged from the nozzle portion, the auger shaft is driven to rotate, and the solidifying material and excavated soil are mixed and stirred by the plate-shaped stirring blades to solidify. By hardening the material, the foundation consisting of column piles or continuous underground walls was formed.

[発明が解決しようとする課題] 望ましい基礎としては、その基礎の上の構造物の重量を
広い底面に分散させ、また地中において安定であり、然
も所要材料および作業工事量を節約できる底部の拡大し
た基礎の実現が待たれている。
[Problems to be Solved by the Invention] As a desirable foundation, a bottom portion that disperses the weight of the structure on the foundation on a wide bottom surface, is stable in the ground, and can save required materials and work amount Awaiting the realization of the expanded foundation of

しかしながら、前記従来の地盤改良工法により施工され
た基礎は、いずれも垂直な壁面を有する柱列杭または連
続地中壁よりなる基礎であって、広い底面を有さず、そ
のために基礎上の構造物の重量を広い底面に分散させる
ことができず、地中において不安定であるという問題点
がある。
However, the foundation constructed by the conventional ground improvement method is a foundation composed of column piles or continuous underground walls each having a vertical wall surface and does not have a wide bottom surface, and therefore the structure on the foundation is There is a problem that the weight of an object cannot be dispersed on a wide bottom surface and is unstable in the ground.

また、前記従来の地盤改良工法を施工するオーガー装置
は、軸方向にのみ推進掘削するものであり、主としてオ
ーガー軸スラスト荷重にのみ対応する構造であって、ラ
ジアル荷重やモーメント荷重についても考慮されたオー
ガー装置は存在していなかった。更に、複数本のオーガ
ー軸を備えたオーガー装置は、1回の降下でオーガー軸
本数分の連続した施工ができて、隣接するオーガー軸と
の間で掘削土の受け渡しがあって、比較的容易に固化材
との混合攪拌がなされるが、掘削土あるいは攪拌土およ
び固化材がオーガーと共回りしてしまい掘削土と固化材
の混合攪拌が能率的に行ない得ないという問題点があっ
た。
Further, the conventional auger device for constructing the ground improvement method is for excavating only in the axial direction, has a structure mainly corresponding to the auger shaft thrust load, and the radial load and the moment load were also considered. No auger device was present. Furthermore, an auger device equipped with multiple auger shafts can be constructed continuously for the number of auger shafts by one descent, and excavated soil can be transferred between adjacent auger shafts, making it relatively easy. However, there is a problem in that the excavated soil or the agitated soil and the solidified material co-rotate with the auger, so that the mixed soil of the excavated soil and the solidified material cannot be efficiently mixed and stirred.

本発明はかかる従来の問題点を解決することを目的とし
てなされたもので、複数本のオーガー軸を備えたオーガ
ー装置で、底部の拡大した基礎を地盤中に築造するため
の地盤改良工法と、該工法の施工に使用するオーガー装
置を提供しようとするものである。
The present invention has been made for the purpose of solving the above-mentioned conventional problems, and is an auger device having a plurality of auger shafts, and a ground improvement method for building a foundation with an enlarged bottom in the ground, It is intended to provide an auger device used for construction of the construction method.

[課題を解決するための手段] 本発明は、ビットを先端に、攪拌部材を中間に夫々備え
た複数本のオーガー軸により、土中において角度を変え
て掘削推進し、この際掘削される土とオーガー軸より噴
射される固化材とを混合攪拌し、扇形断面形状またはキ
ーブロック付き扇形断面形状あるいは木の根形断面形状
に底部を拡大した基礎を得ることを特徴とする地盤改良
工法と、 バックホウの先方アームの下面に前後方向に揺動自在な
るよう連結された基台部と、該基台部の中央下面に垂設
固定されたオーガー軸支持杆を下端に備えた支持部材
と、前記基台部の下面に回転自在に軸支された4本のオ
ーガー軸とによりオーガー装置が形成され、前記基台部
上には油圧モーターを装置すると共に、基台部内には前
記油圧モーターに連動する減速ギアが装置され、且つ該
減速ギアには前記各オーガー軸の上端が連結され、前記
支持部材は、基台部中央下部に垂設固定された支持杆の
下端部両側方向にオーガー軸支持杆を突設して形成さ
れ、且つ前記支持杆上方に固化材の注入口を設け、該注
入口は支持杆の中央部を下端まで貫通された流路と連通
し、下端開口部には止め栓を装着固定すると共に、前記
下端開口部より稍上方において前記流路から夫々左右方
向に分岐した分岐流路がオーガー軸支持杆内を延長して
設けられ、その各先端が夫々オーガー軸支持杆の前・後
面側に夫々開口されて、固化材の噴出口を形成する一
方、オーガー軸支持杆の両端には固定翼片が固定される
と共に、該オーガー軸支持杆には前記オーガー軸の下方
部を軸承貫通する4個の軸受が夫々設けられて、該各軸
受に前記各オーガー軸が軸承貫通され、前記各オーガー
軸の下端には多数の掘削刃を備えたビットが同一位相で
固定されると共に、前記基台部とオーガー軸支持杆間の
各オーガー軸の外周には、1段または複数段に亘って撹
拌部材が固定され、前記オーガー軸のうち支持杆に近接
した2本のオーガー軸の下端のビットは、中心さらい刃
とする短い斜面と外周さらい刃とする長い斜面を備えた
ほぼベース状に形成され、且つ該短い斜面側に夫々偏位
してオーガー軸を固定して、前記各オーガー軸を同一方
向に回転するように構成され、 前記オーガー軸のうち両端部に位置した2本のオーガー
軸の下端のビットは、夫々互いに等しい長さの斜面を有
するベース状に形成され、且つその中心部にオーガー軸
を固定して、前記各オーガー軸を前記支持杆に近接した
2本のオーガー軸とは夫々逆方向に回転するように構成
され、前記各オーガー軸のうち、支持杆に近接した2本
のオーガー軸の攪拌部材が、そのビットの外周軌跡より
も小であって、かき込み角の付与されたかき込み翼と、
押し出し角の付与された押し出し翼と、平板状の板より
なるバランス翼が、前記オーガー軸の外周のほぼ等分の
角度位置に、1段または位相を異にして複数段に亘って
固定され、且つ各オーガー装置のうち、外側に位置する
2本のオーガー軸の撹拌部材が、板状の撹拌翼を1段ま
たは位相を異にして複数段に亘って固定されたことを特
徴とするオーガー装置とを夫々採用することにより、上
記問題点を解決した。
[Means for Solving the Problems] The present invention uses a plurality of auger shafts each having a bit at the tip and a stirring member in the middle to excavate and propel the soil in the soil at different angles. And the solidified material sprayed from the auger shaft are mixed and stirred to obtain a foundation with an enlarged bottom in a fan-shaped cross-sectional shape, a fan-shaped cross-sectional shape with a key block, or a tree root-shaped cross-sectional shape. A base portion connected to the lower surface of the front arm so as to be swingable in the front-rear direction, a support member provided at the lower end with an auger shaft support rod vertically fixed to the central lower surface of the base portion, and the base. An auger device is formed by four auger shafts that are rotatably supported on the lower surface of the part, and a hydraulic motor is installed on the base part, and a deceleration interlocked with the hydraulic motor is installed in the base part. Gi And the upper ends of the respective auger shafts are connected to the reduction gears, and the supporting member projects the auger shaft supporting rods in both directions of the lower end portion of the supporting rod vertically fixed to the lower center of the base. And an injection port for the solidifying material is provided above the support rod, the injection port communicates with a flow path that penetrates the center of the support rod to the lower end, and a stopper plug is attached to the lower end opening. While being fixed, branch flow paths branched laterally from the flow path above the lower end opening are provided to extend inside the auger shaft support rod, and each tip of the branch flow path is in front of the auger shaft support rod. Each of the rear surfaces is opened to form a solidified material ejection port, while fixed wing pieces are fixed to both ends of the auger shaft support rod, and the lower part of the auger shaft is supported by the auger shaft support rod. Each of the four bearings penetrating therethrough is provided, and each bearing is Each auger shaft is pierced through, and a bit provided with a large number of excavating blades is fixed at the lower end of each auger shaft in the same phase, and each auger shaft between the base and the auger shaft support rod is A stirring member is fixed to the outer periphery in one step or a plurality of steps, and the bits at the lower ends of the two auger shafts of the auger shafts that are close to the supporting rod are a short sloped surface serving as a central cutting blade and an outer peripheral cutting blade. Is formed in a substantially base shape having a long slope, and is configured to rotate the auger shafts in the same direction by fixing the auger shafts by deviating to the short slope side, respectively. Bits at the lower ends of the two auger shafts located at both ends of the auger shaft are formed in a base shape having slopes of equal length to each other, and the auger shafts are fixed to the central portions of the auger shafts. The supporting rod The auger shafts of the two auger shafts, which are arranged so as to rotate in the opposite directions to the two auger shafts that are close to each other, are closer to the support rod than the agitating member of the bit. A small blade with a rake angle,
A push-out blade having a push-out angle and a balance blade made of a flat plate are fixed at substantially equal angular positions on the outer periphery of the auger shaft in one step or a plurality of steps with different phases, Further, among the auger devices, the agitator members of the two auger shafts located outside are fixed to the plate-shaped agitating blades in one stage or in a plurality of stages with different phases. The above problems were solved by adopting and respectively.

[作用] 上記方法および装置よりなる本発明によれば、オーガー
装置を土中において角度を変えて掘削推進して、掘削土
壌と固化材とを混合攪拌することにより、混合物がオー
ガー軸支持杆と固定翼によって邪魔されて、各ビットと
の共回りが防止されると共に、攪拌部材で更によく混合
攪拌されて、底部が拡大した基礎が得られる。
[Operation] According to the present invention including the above method and device, the auger device is excavated and propelled in the soil at different angles, and the excavated soil and the solidifying material are mixed and stirred, whereby the mixture forms an auger shaft support rod. It is prevented by the fixed blades from co-rotating with each bit, and the stirring member further mixes and stirs well to obtain a base with an enlarged bottom.

[実施例] 本発明による地盤改良工法は、ビットを先端に、攪拌部
材を中間に夫々備えた複数本のオーガー軸により、土中
において角度を変えて掘削推進し、この際掘削される土
とオーガー軸より噴射される固化材とを混合撹拌し、扇
形断面形状またはキーブロック付き扇形断面形状あるい
は木の根形断面形状に底部を拡大した基礎を得ることを
要旨とするものである。
[Embodiment] In the ground improvement method according to the present invention, a plurality of auger shafts each having a bit at the tip and a stirring member in the middle are used to excavate and propel the soil in different angles. The gist of the present invention is to obtain a foundation whose bottom is enlarged into a fan-shaped cross-sectional shape, a fan-shaped cross-sectional shape with a key block, or a root-shaped cross-sectional shape of a tree by mixing and stirring with a solidifying material sprayed from an auger shaft.

以下本発明に係る地盤改良工法および該工法の施工に使
用するオーガー装置についての実施の一例を図面に基い
て詳細に説明する。
Hereinafter, an example of implementation of the ground improvement method according to the present invention and an auger device used for construction of the method will be described in detail with reference to the drawings.

第1図は、本発明により地盤改良工法を施工するための
オーガー装置とその施工状態を示す概略図であって、ベ
ースマシンとしてのバックホウBの基部アームA1に連結
された先方アームA2の先端部にオーガー装置Mが装着さ
れている。
FIG. 1 is a schematic view showing an auger device for constructing a ground improvement method according to the present invention and a construction state thereof, showing a forward arm A 2 connected to a base arm A 1 of a backhoe B as a base machine. An auger device M is attached to the tip.

第2図は、オーガー装置Mの詳細を示した要部の正面図
であるが、説明の都合上、実際の長さよりも縦方向を縮
め、攪拌翼を減らして表わしている。
FIG. 2 is a front view of a main part showing the details of the auger device M, but for convenience of description, it is shown by shortening the vertical direction and reducing the stirring blades from the actual length.

オーガー装置Mは、前記バックホウBの先方アームA2
連結された基台部1と、該基台部1の中央下面に垂設固
定されたオーガー軸支持杆2を下端に備えた支持部材3
と、前記基台部1の下面に回転自在に軸支された4本の
オーガー軸4a〜4dとにより構成されている。
The auger device M comprises a base member 1 connected to the front arm A 2 of the backhoe B and an auger shaft support rod 2 vertically fixed to the lower central surface of the base member 1 at a lower end thereof.
And four auger shafts 4a to 4d rotatably supported on the lower surface of the base 1.

前記基台部1上には、油圧モーター5が装置されてい
て、該油圧モーター5による回転を基台部1内に装置さ
れた減速ギア(図示していない)に伝えて減速し、この
減速された回転力を前記各オーガー軸4a〜4dに伝える。
A hydraulic motor 5 is installed on the base 1, and the rotation of the hydraulic motor 5 is transmitted to a reduction gear (not shown) installed in the base 1 to reduce the speed. The generated rotational force is transmitted to the auger shafts 4a-4d.

バックホウBの床板6と基部アームA1とは第1の油圧シ
リンダーS1によって連結され、そのピストンロッドR1
伸縮作動により、基部アームA1が起倒自在となり、また
基部アームA1と先方アームA2とは第2の油圧シリンダー
S2によって連結され、そのピストンロッドR2の伸縮作動
により、先方アームA2の前後方向への移動ができるよう
になっており、更に前記先方アームA2に設けられた第3
の油圧シリンダーS3のピストンロッドR3の先端が、前記
基台部1に上面に固定されていると共に、該基台部1に
固定されたピストンロッドR3を挟んで、その両側の基台
部1の上面に支持板7を夫々立設固定し、且つ該各支持
板7の上下2個所と先方アームA2の下方部両側上下2個
所に夫々連結板8を架け渡し、該各連結板8に夫々軸9
を遊挿して、各軸9を支持板7および先方アームA2に固
定して、基台部1とバックホウBが連結されている。
The floor plate 6 of the backhoe B and the base arm A 1 are connected by a first hydraulic cylinder S 1 , and the base arm A 1 can be raised and lowered by the expansion and contraction operation of the piston rod R 1 , and the base arm A 1 and the tip Arm A 2 is the second hydraulic cylinder
Linked by S 2, by expansion and contraction operation of the piston rod R 2, being adapted to be moved along the longitudinal direction of the other party arm A 2, 3 provided further to the other party arm A 2
The tip of the piston rod R 3 of the hydraulic cylinder S 3 is fixed to the upper surface of the base 1, and the piston rods R 3 fixed to the base 1 are sandwiched between the bases on both sides of the piston rod R 3. A support plate 7 is vertically fixed to the upper surface of the portion 1, and a connecting plate 8 is provided above and below the supporting plate 7 and above and below the lower part of the forward arm A 2 respectively. Axis 9 to 8 respectively
Is loosely inserted, each shaft 9 is fixed to the support plate 7 and the front arm A 2 , and the base 1 and the backhoe B are connected.

支持部材3は、基台部1の中央下部に垂設固定された支
持杆10の下端部両側方向に、オーガー軸支持杆2が突設
されて形成されている。支持杆10の上部には、図示して
いない固化材圧送機よりホースを介して固化材を注入す
る注入口11が設けられ、該注入口11は支持杆10の中央部
を下端に至るまで貫通された流路12と連通しており、且
つ該流路12の下端開口部12aには止め栓13が装着固定さ
れている。
The support member 3 is formed by projecting auger shaft support rods 2 on both sides of the lower end of a support rod 10 vertically fixed to the lower part of the base 1. An injection port 11 for injecting the solidifying material from a solidifying material pump (not shown) through a hose is provided in the upper part of the supporting rod 10, and the injecting port 11 penetrates the center portion of the supporting rod 10 to the lower end. The passage 12 is communicated with the channel 12, and a stopper 13 is attached and fixed to the lower end opening 12a of the channel 12.

オーガー軸支持杆2は、各オーガー軸4a〜4dの下方部を
軸支する軸受14が夫々配設されると共に、オーガー軸支
持杆2の両側端縁に固定翼片15が夫々延長突設され、更
に前記支持杆10の流路12から、その下端開口部12aより
稍上方位置において、夫々左右方向に分岐した分岐流路
16がオーガー軸支持杆2内を延長して設けられ、その各
先端が夫々オーガー軸支持杆2の前・後面側に夫々開口
されて、固化材の噴出口17a,17bを形成してある。
The auger shaft support rod 2 is provided with bearings 14 that support the lower portions of the auger shafts 4a to 4d, respectively, and fixed wing pieces 15 are extended and protruded from both side edges of the auger shaft support rod 2. Further, a branch flow path branched from the flow path 12 of the support rod 10 in the lateral direction at a position slightly above the lower end opening 12a thereof.
Reference numeral 16 is provided so as to extend inside the auger shaft support rod 2, and each tip thereof is opened to the front and rear surface sides of the auger shaft support rod 2 to form jetting ports 17a and 17b of the solidifying material.

前記油圧モーター5の回転を伝える基台部1内のギアと
連結して設けられた4個の連結軸18が基台部1の下方に
突設されて、該各連結軸18に各オーガー軸4a〜4dの上端
部が連結固定されると共に、各オーガー軸4a〜4dの下方
部が前記オーガー軸支持杆2の各軸受14に軸承貫通され
ている。
Four connecting shafts 18 connected to gears in the base unit 1 for transmitting the rotation of the hydraulic motor 5 are projectingly provided below the base unit 1, and each auger shaft is attached to each connecting shaft 18. The upper ends of the auger shafts 4a to 4d are connected and fixed, and the lower parts of the auger shafts 4a to 4d are pierced by the bearings 14 of the auger shaft support rod 2.

各オーガー軸4a〜4dの下端には夫々土壌を掘削して推進
する多数の掘削刃19を備えたビット20a〜20dが固設され
ると共に、各オーガー軸4a〜4dの上方部に攪拌部材21が
固定されている。前記各オーガー軸4a〜4dに設けられた
各ビット20a〜20dは、第3図に示すように夫々が同一位
相で取付けられていて、互いに干渉することがなく、互
いに各個の外周軌跡が重なり合って、掘削し残しのない
掘削がなされる。
Bits 20a to 20d having a large number of excavating blades 19 for excavating and propelling soil are fixedly installed at the lower ends of the auger shafts 4a to 4d, respectively, and a stirring member 21 is provided above the auger shafts 4a to 4d. Is fixed. Bits 20a to 20d provided on the auger shafts 4a to 4d are mounted in the same phase as shown in FIG. 3, and do not interfere with each other. , Drilling will be done without leaving any residue.

これら各ビット20a〜20dのうち、内側に位置する2本の
オーガー軸4a,4bに固設されたビット20a,20bは、そのオ
ーガー軸4a,4b間に支持杆10が位置している関係で、各
ビット20a,20bを互いに近づけて設けることは不可能で
ある。その結果、前記支持杆10の下方部分の掘削が充分
行なわれ得ないことが考えられるので、前記2本のオー
ガー軸4a,4bを同一方向へ回転するようにし、且つ絶え
ずビット20a,20bの通過方向が変るようにすると共に、
互いのビット20a,20bが衝突、干渉することがないよう
に、第2図に示す如く、各ビット20a,20bを短い斜面22a
と長い斜面22bを備えたほぼベース状とし、且つ短い斜
面22aの側に夫々偏位してオーガー軸4a,4bに固定して形
成され、そして前記短い斜面22a側を中心さらい刃23aと
する共に、長い斜面22b側を外周さらい刃23bとして、該
外周さらい刃23bを支持杆10下面側方向へ接近させ、且
つ夫々ビット20a,20bは夫々第3図のように同一位相で
取付けられている。オーガー軸4a,4bの回転により、前
記支持杆10の下方において、片方のビット20aの中心さ
らい刃23aが通過するときは、他方のビット20bの外周さ
らい刃23bが通過し、逆に片方のビット20aの中心さらい
刃23bが通過するときは、他方のビット20bの中心さらい
刃23aが通過し、相互に衝突,干渉することがなく、支
持杆10下方における土壌の掘削を推進せしめる構造を採
用している。
Among these bits 20a to 20d, the bits 20a and 20b fixedly mounted on the two inner auger shafts 4a and 4b have the support rod 10 positioned between the auger shafts 4a and 4b. , It is impossible to provide each bit 20a, 20b close to each other. As a result, it is considered that the lower part of the support rod 10 cannot be sufficiently excavated, so that the two auger shafts 4a, 4b are rotated in the same direction and the bits 20a, 20b are constantly passed. While changing the direction,
In order to prevent the bits 20a and 20b from colliding and interfering with each other, as shown in FIG.
With a long slope 22b and a substantially base shape, and is formed by being offset to the side of the short slope 22a and fixed to the auger shafts 4a, 4b, respectively, and the side of the short slope 22a serves as the center sweeping blade 23a. , The long slope 22b is used as the outer peripheral cutting blade 23b, the outer peripheral cutting blade 23b is brought closer to the lower surface side of the support rod 10, and the bits 20a, 20b are attached in the same phase as shown in FIG. By the rotation of the auger shafts 4a, 4b, below the support rod 10, when the center sweeping blade 23a of one bit 20a passes, the outer circumferential sweeping blade 23b of the other bit 20b passes, and conversely one bit. When the center sweeping blade 23b of 20a passes, the center sweeping blade 23a of the other bit 20b passes and does not collide with or interfere with each other, and adopts a structure that promotes excavation of soil under the supporting rod 10. ing.

また、両端部に位置するオーガー軸4c,4dの下端部に固
定されたビット20c,20dは、夫々互いに等しい長さの斜
面24を有するベース状とし、且つその中心部がオーガー
軸4c,4dに前記ビット20c,20dと同一位相で固定されると
共に、各オーガー軸4c,4dは前記オーガー軸4a,4bとは夫
々逆方向へ回転するように形成されている。
Further, the bits 20c, 20d fixed to the lower ends of the auger shafts 4c, 4d located at both ends have a base shape having slopes 24 of equal length to each other, and the center part thereof is auger shafts 4c, 4d. The auger shafts 4c and 4d are fixed in the same phase as the bits 20c and 20d, and the auger shafts 4c and 4d are formed to rotate in opposite directions to the auger shafts 4a and 4b, respectively.

前記注入口11より流路12を介して固化材が注入される
と、下端開口部12aに止め栓13が装着されている場合
は、分岐流路16を経て夫々噴出口17a,17bより噴射され
る。土壌の性質に応じて適宜止め栓13を取外すと、下端
開口部12aからも固化材が噴射される。そして、前記各
噴出口17a,17bは夫々ビット20a〜20dの回転方向に対す
る土壌によって負圧を生ずる位置のオーガー軸支持杆2
の前・後面側に開口されているため、各噴出口17a,17b
が閉塞されることなく、固化材の土壌への混合に対して
有効に作用する。
When the solidification material is injected from the injection port 11 through the flow path 12, when the stopper 13 is attached to the lower end opening 12a, the solidification material is injected from the injection ports 17a and 17b via the branch flow path 16, respectively. It When the stopper 13 is appropriately removed according to the nature of the soil, the solidifying material is also sprayed from the lower end opening 12a. The spouts 17a, 17b are located at positions where a negative pressure is generated by the soil in the rotating direction of the bits 20a-20d, respectively.
Since it is opened on the front and rear sides of each,
It is effective for mixing the solidifying material into the soil without being blocked.

前記固化材を噴出口17a,17b、更には止め栓13を取外し
て下端開口部12aより噴射しながら、各オーガー軸4a〜4
dを回転させて土壌の掘削を推進させると、各ビット20a
〜20dによって掘削攪拌される土壌と固化材は、ビット2
0a〜20dとともに共回りするが、内側のビット20a,20bと
外側のビット20c,20dが夫々逆方向に回転するため、各
隣接するビット20a〜20dとの間で掘削土壌の受け渡しが
行なわれ、更にオーガー軸4a〜4bが地中降下することに
よって、土壌と固化材の混合物は上昇して、回転するこ
となく固定翼として作用するオーガー軸支持杆2および
その外側の固定翼片15に衝突して、前記混合物の回転は
停止して打ち砕かれてよく混合され、更に土壌混合物は
上昇して攪拌部材21によって混合攪拌されるのである。
While removing the solidified material from the jet outlets 17a, 17b and further the stopper 13 and jetting it from the lower end opening 12a, the auger shafts 4a-4a
When d is rotated to promote soil excavation, each bit 20a
Bits 2 of soil and solidification material that are drilled and stirred by ~ 20d
Although co-rotating with 0a to 20d, since the inner bits 20a, 20b and the outer bits 20c, 20d rotate in opposite directions, respectively, excavation soil is transferred between adjacent bits 20a to 20d, Further, as the auger shafts 4a to 4b descend into the ground, the mixture of soil and solidifying material rises and collides with the auger shaft support rod 2 acting as a fixed wing without rotating and the fixed wing piece 15 on the outside thereof. Then, the rotation of the mixture is stopped, and the mixture is crushed and mixed well, and the soil mixture is further moved up and mixed and stirred by the stirring member 21.

しかしながら、構造上支持杆10を挟んで夫々左右に位置
する内側のオーガー軸4a,4bと、外側のオーガー軸4c,4d
とは相互に逆回転であって、各オーガー軸4a〜4dは1段
または位相を異にして複数段に亘って設けられた攪拌部
材21によって左右側夫々別々に8の字形の混練が行なわ
れる。
However, the inner auger shafts 4a and 4b and the outer auger shafts 4c and 4d, which are located on the left and right sides of the supporting rod 10 on the structure side, respectively.
And the auger shafts 4a-4d are kneaded in the shape of a figure of 8 by the stirring members 21 provided in one step or in a plurality of steps with different phases. .

外側のオーガー軸4c,4dの攪拌部材21は、夫々外側のオ
ーガー軸4c,4dに板状の攪拌翼25を1段または位相を異
にして複数段に亘って固定することにより、オーガー軸
4c,4d近傍は充分に攪拌される。しかしながら、支持杆1
0を挟む内側のオーガー軸4a,4b間は支持杆10が障害とな
って、該各オーガー軸4a,4bに固定された攪拌部材21を
前記オーガー軸4c,4dの攪拌翼25と同一形状にすると、
混合物の受け渡しが容易に行なわれ得ないという可能性
があり、従って前記支持杆10近傍のオーガー軸支持杆2
上に未攪拌部分が残る虞れがある。
The stirring members 21 of the outer auger shafts 4c and 4d are fixed to the outer auger shafts 4c and 4d by fixing plate-shaped stirring blades 25 in one step or in a plurality of steps with different phases.
The vicinity of 4c and 4d is well stirred. However, the supporting rod 1
Between the inner auger shafts 4a, 4b sandwiching 0, the support rod 10 becomes an obstacle, and the stirring member 21 fixed to each auger shaft 4a, 4b is formed in the same shape as the stirring blade 25 of the auger shafts 4c, 4d. Then,
There is a possibility that the transfer of the mixture cannot be carried out easily and therefore the auger shaft support rod 2 in the vicinity of the support rod 10.
There is a possibility that an unstirred portion may remain on the top.

前記オーガー軸4a,4bの近傍において未攪拌部分が残る
虞れがあるのを防止するのが、かき込み翼26と押し出し
翼27およびバランス翼28の3翼より構成された攪拌部材
21である。すなわち、オーガー軸4a,4bを円周方向に略
3等分する位置に前記3翼が形成されている。
The stirring member composed of the three blades of the scraping blade 26, the pushing blade 27, and the balance blade 28 prevents the possibility that an unstirred portion remains in the vicinity of the auger shafts 4a and 4b.
21. That is, the three blades are formed at positions that divide the auger shafts 4a and 4b into approximately three equal parts in the circumferential direction.

第4図に示すように、かき込み翼26はオーガー軸4a,4b
に基部を固定されたアーム29の先端に、オーガー軸4a,4
bの回転方向に対して鈍角になるように固定され、また
押し出し翼27はオーガー軸4a,4bに基部を固定されたア
ーム30の先端に、オーガー軸4a,4bの回転方向に対して
鋭角になるように固定され、更にバランス翼28はオーガ
ー軸4a,4bに平板状の板の垂直端面が固定され、これら
3翼からなる攪拌部材21が形成されている。これら3翼
の外周軌跡はビット20a,20bのそれよりも小であって、
前記ビット20a,20bによって掘削された孔壁を荒らさな
いようになっている。特に、かき込み翼26の外周軌跡は
異物のかき込みが起きにくいように更に小になってい
る。
As shown in FIG. 4, the scraping blade 26 has auger shafts 4a, 4b.
At the tip of the arm 29 whose base is fixed to the auger shaft 4a, 4
It is fixed so as to form an obtuse angle with respect to the rotation direction of b, and the push-out blade 27 has an acute angle with respect to the rotation direction of the auger shafts 4a and 4b at the tip of the arm 30 whose base is fixed to the auger shafts 4a and 4b. The balance blade 28 is fixed to the auger shafts 4a and 4b at the vertical end faces of the flat plate, and the stirring member 21 including these three blades is formed. The outer locus of these three wings is smaller than that of bits 20a, 20b,
The hole walls excavated by the bits 20a and 20b are not roughened. In particular, the outer peripheral locus of the scraping blade 26 is further reduced so that the scraping of foreign matter is less likely to occur.

更に詳しくは、第4図に示すように、かき込み翼26はオ
ーガー軸4a,4bの回転方向に対して、混合攪拌物をオー
ガー軸4a,4b側にかき込むため、アーム29に対してかき
込み角度θが与えられていて、このかき込み翼26によ
ってその周囲は勿論のこと、後述の押し出し翼27により
孔壁と支持杆10から押し出される混合攪拌物を受領する
と共に、支持杆10に近づきオーガー軸支持杆2上の混合
攪拌物を、主としてかき込むようにして更に混合攪拌す
る作用を有する。
More specifically, as shown in FIG. 4, the scraping blade 26 scrapes the mixed agitated material toward the auger shafts 4a, 4b with respect to the rotation direction of the auger shafts 4a, 4b. 1 is provided and receives the mixed agitated material extruded from the hole wall and the supporting rod 10 by the extruding blade 27, which will be described later, as well as the periphery thereof by the scraping blade 26, and approaches the supporting rod 10 to support the auger shaft. The mixing and stirring material on the rod 2 has a function of further stirring by mainly stirring.

押し出し翼27はオーガー軸4a,4b側から攪拌混合物を外
側に押し出すため、アーム30に対して押し出し角度θ
が与えられていて、この押し出し付し翼27によって、主
として混合攪拌物をオーガー軸4a,4bより外方向に押し
出し、ビット20a,20bによって穿孔された孔壁と支持杆1
0の隙間から、混合攪拌物を押し出すようにして更に混
合攪拌する作用を有する。
The push-out blade 27 pushes the agitated mixture outward from the auger shafts 4a, 4b side, and therefore the push-out angle θ 2 with respect to the arm 30.
The mixing blades are mainly pushed outward by the pushing blades 27 from the auger shafts 4a, 4b, and the hole walls perforated by the bits 20a, 20b and the supporting rod 1 are provided.
It has a function of further mixing and stirring by pushing the mixed and stirred product through the gap of 0.

バランス翼28は、前記かき込み翼26と押し出し翼27の反
力によってオーガー軸4a,4bを一方へ偏位させると共
に、折曲させる力となることを、自己の攪拌抵抗力でバ
ランスさせつつ、軸方向に混合攪拌する作用を有する。
The balance blade 28 displaces the auger shafts 4a, 4b to one side by the reaction force of the scraping blade 26 and the push-out blade 27, and at the same time balances the force of bending by the self-stirring resistance force. It has the effect of mixing and stirring in the direction.

前記3翼の作用が湊合されることによって、支持杆10を
挟むオーガー軸4a,4b間の混合物の受け渡し、混合攪拌
を円滑ならしめるのである。
By the action of the three blades being combined, the mixture is passed between the auger shafts 4a and 4b sandwiching the support rod 10 and the mixing and stirring are smoothed.

前記各3翼の力の釣り合いについて、第4図のベクトル
で詳細に説明する。なお、説明の便宜上、これら3翼の
回転によって作用を及ぼす攪拌物質の密度、粘性は均一
なものとして、かき込み翼26および押し出し翼27の各ア
ーム29.30にかかる力は無視するものとする。
The force balance of each of the three blades will be described in detail with reference to the vector of FIG. For the sake of convenience of explanation, it is assumed that the density and viscosity of the agitated substance that acts by the rotation of these three blades are uniform, and the forces applied to the arms 29.30 of the scraping blade 26 and the pushing blade 27 are ignored.

かき込み翼26は回転による混合攪拌物のかき込み動作の
反力として、オーガー軸4a,4bからのアーム29の長さを
半径とする回動周とその翼面積、およびかき込み角度θ
に関して、オーガー軸4a,4bを外向きに引く力F1を翼
中心xに発生する。一方、押し出し翼27は同じく回動周
とその翼面積、および押し出し角度θに関して、オー
ガー軸4a,4bを内向きに押す力F2を翼中心yに発生す
る。これら2力F1,F2の合力F3はxy線上に現れる。このx
y線と直角であって、オーガー軸4a,4bの軸心Oを通る線
上にバランス翼28を設け、軸心Oからxy線までの半径r1
と合力F3の積と、バランス翼28の中心zから軸心Oまで
の半径r2と、バランス翼28の翼面積によって発生する抵
抗力F4との積を等しくすることで各力はバランスするの
で、オーガー軸4a,4bは一方へ偏位したり、または折曲
する虞れがない。
The scraping blade 26, as a reaction force of the scraping operation of the mixed agitated material due to the rotation, has a rotating circumference whose radius is the length of the arm 29 from the auger shafts 4a and 4b, its blade area, and the scraping angle θ.
1 , the force F 1 that pulls the auger shafts 4a and 4b outward is generated at the blade center x. On the other hand, the push-out blade 27 similarly generates a force F 2 pushing the auger shafts 4a and 4b inward at the blade center y with respect to the rotation circumference, the blade area thereof, and the push-out angle θ 2 . The resultant force F 3 of these two forces F 1 and F 2 appears on the xy line. This x
A balance blade 28 is provided on a line that is orthogonal to the y-line and passes through the axis O of the auger shafts 4a and 4b, and the radius r 1 from the axis O to the xy-line.
Each force is balanced by equalizing the product of the product of the total force F 3 and the radius r 2 from the center z of the balance wing 28 to the axis O and the resistance force F 4 generated by the wing area of the balance wing 28. Therefore, there is no fear that the auger shafts 4a and 4b will be displaced to one side or bent.

また、前記引く力F1と押す力F2の合力F3を小さくするに
は、かき込み翼26と押し出し翼27の取付け狭角θを小
とすれば最小となるが、狭角0゜のときは重なり合って
攪拌抵抗が大になるが攪拌効率が低く、攪拌効率の点か
ら考えて少なくとも30゜以上の狭角が必要である。更に
狭角が180゜のときは合力F3は最大となるので、この狭
角θは20゜〜180゜未満の角度とすることが望ましく、
第4図に示すように3翼を略等分の角度位置に設けるこ
とが、攪拌および力学的構造上から極めて有効である。
Further, in order to reduce the resultant force F 3 of the pulling force F 1 and the pushing force F 2 , it becomes the minimum if the mounting narrow angle θ 3 of the scraping blade 26 and the pushing blade 27 is small, but the narrow angle 0 ° At this time, the resistance to stirring becomes large due to the overlapping, but the stirring efficiency is low, and a narrow angle of at least 30 ° or more is necessary in view of the stirring efficiency. Further, when the narrow angle is 180 °, the resultant force F 3 is the maximum, so it is desirable that the narrow angle θ is an angle of 20 ° to less than 180 °.
As shown in FIG. 4, it is extremely effective from the viewpoint of agitation and mechanical structure to provide three blades at substantially equal angular positions.

次に実施例の作用について説明する。Next, the operation of the embodiment will be described.

オーガー装置Mは、その各オーガー軸4a〜4dが油圧モー
ター5で回転可能に構成されると共に、第3の油圧シリ
ンダーS3の操作により前後に揺動自在に取付けられてお
り、そして第1,第2の油圧シリンダーS1,S2を操作して
施工位置と、ベースマシンであるバックホウBのクロー
ラーおよび旋回を操作して施工方向を定めると共に、第
3の油圧シリンダーS3を操作して地中への角度を定め、
然る後第2の油圧シリンダーS2で調整しながら、第1の
油圧シリンダーS1によりオーガー装置Mを降下させ、支
持杆10の注入口11に固化材圧送機よりのホース(図示し
ていない)を接続して固化材を支持杆10内に注入して、
噴出口17a,17b、下端開口部12aから固化材を噴射しつつ
油圧モーター5を回転させ、これにより駆動されるオー
ガー軸4a〜4dで地盤Gを掘削し、そこにある土壌と固化
材とを攪拌混合し、その場所での攪拌混合が充分となっ
た状態で固化材の注入を停止して、第1の油圧シリンダ
ーS1を操作してオーガー装置Mを稍引き上げ、更に第3
の油圧シリンダーS3を操作してオーガー装置Mを前後い
ずれかの方へ揺動させて角度を変えて、その位置の掘削
攪拌するという操作を繰返して底部を拡大した所要形状
の拡大基礎Kを形成するのである。
The auger device M has its auger shafts 4a to 4d rotatable by a hydraulic motor 5 and is swingably attached to the front and back by operating a third hydraulic cylinder S3. Operate the second hydraulic cylinders S 1 and S 2 to determine the construction position and the construction direction by operating the crawler and turning of the backhoe B that is the base machine, and operate the third hydraulic cylinder S 3 to operate the ground. Set the angle to the inside,
After that, while adjusting with the second hydraulic cylinder S 2 , the auger device M is lowered by the first hydraulic cylinder S 1 , and the hose (not shown) from the solidified material pump is supplied to the inlet 11 of the support rod 10. ) Is connected and the solidifying material is injected into the support rod 10,
The hydraulic motor 5 is rotated while injecting the solidifying material from the jet outlets 17a, 17b and the lower end opening 12a, and the ground G is excavated by the auger shafts 4a to 4d driven by this, and the soil and the solidifying material there are After stirring and mixing, the injection of the solidifying material is stopped in a state where the stirring and mixing in the place is sufficient, and the first hydraulic cylinder S 1 is operated to pull up the auger device M, and further
By operating the hydraulic cylinder S 3 of the above, the auger device M is swung back or forth to change the angle, and the operation of excavating and stirring at that position is repeated, and the enlarged base K of the required shape whose bottom is enlarged is repeated. To form.

前記地中において角度を変えて掘削攪拌ができるのは、
各オーガー軸4a〜4dに加わるモーメント荷重に対して、
各ビット20a〜20dの近傍のオーガー軸4a〜4d部分を、オ
ーガー軸支持杆2の各軸受14で軸支することにより、上
方の基台部1と一体となって各オーガー軸4a〜4dが回転
支持されるためである。
It is possible to excavate and stir by changing the angle in the ground,
For the moment load applied to each auger shaft 4a-4d,
By supporting the auger shafts 4a to 4d portions near the respective bits 20a to 20d by the bearings 14 of the auger shaft support rod 2, the auger shafts 4a to 4d are integrated with the upper base portion 1 to form the auger shafts 4a to 4d. This is because they are rotatably supported.

前記施工後の底部を拡大した拡大基礎Kの断面形状とし
ては、詳しくは第5図の扇形断面形状の拡大基礎、第6
図のキーブロック付き扇形断面形状の拡大基礎、第7図
の木の根形断面形状の拡大基礎の各種があり、例えばそ
の上に築造される軽、中重量の築造物には扇形断面形状
の拡大基礎を、擁壁等の側圧を考慮する場合には、キー
ブロック付き扇形断面形状の拡大基礎を、更に側圧力が
大なるもの、重量、高層の構築物、構造物には、木の根
形断面形状の拡大基礎が夫々布基礎、独立基礎との形式
別と共に選択して施工される。
As for the cross-sectional shape of the expanded foundation K in which the bottom portion after the construction is expanded, specifically, the expanded foundation having the fan-shaped cross-sectional shape shown in FIG.
There are various types of fan-shaped cross-sectional expanded bases with key blocks shown in Fig. 7 and tree root-shaped expanded bases shown in Fig. 7. For example, fan-shaped expanded bases for light and medium-weight structures built on top of them. When considering the lateral pressure of retaining walls, etc., expand the fan-shaped cross-sectional shape with a key block, and expand the root-shaped cross-sectional shape of trees for larger lateral pressure, weight, high-rise structures, and structures. The foundation is selected and constructed according to the type of cloth foundation and independent foundation.

確実、且つ計画的にこれらの拡大基礎Kを施工するに
は、オーガー装置Mへの地盤,土壌からの反力との関係
で、次に述べる順序での掘削,固化材との混合攪拌が望
ましい。
In order to construct these expanded foundations K reliably and systematically, it is desirable to excavate in the following order and to mix and stir with the solidifying material in relation to the reaction force from the ground to the auger device M and the soil. .

第5図で示す扇形断面形状の拡大基礎について説明する
と、先ず固化材を注入しつつ、オーガー装置Mを地面に
矢印aで示すように垂直に降下させて掘削攪拌を行な
い、次いでその掘削穴に重なって、矢印bで示すように
第3の油圧シリンダーS3のピストンロッドR3を伸ばして
角度を付け、その方向に掘削推進して攪拌を行ない、更
に矢印cで示すように第3の油圧シリンダーS3のピスト
ンロッドR3を緩めて角度を付け、その方向に掘削推進し
て攪拌を行ない、地面からの深さを保ったまま矢印dで
示すように、第3の油圧シリンダーS3のピストンロッド
R3を前後に伸縮してオーガー装置Mを前後に揺動させ
て、残余部分の掘削と完全な攪拌を行ない、固化材注入
を停止して扇形断面形状の拡大基礎Kの施工を完了す
る。この場合、始めから角度をつけてを推進させようと
すると、オーガートルクと地盤からの反力との関係で、
オーガー装置Mが不安定となり、施工位置が不正確とな
るので、先ず安定な垂直方向から施工を開始する。更に
大断面の場合は、少しずつ増加する角度を付けて、複数
回の推進で目的とする角度を得るようにする。
Explaining the fan-shaped cross-sectional expansion foundation shown in FIG. 5, first, while pouring the solidifying material, the auger device M is vertically lowered to the ground as shown by an arrow a to perform excavation stirring, and then to the excavation hole. Overlapping, the piston rod R 3 of the third hydraulic cylinder S 3 is extended and angled as indicated by the arrow b, and excavation is propelled and agitated in that direction, and the third hydraulic pressure is indicated by the arrow c. angled by loosening the piston rod R 3 of the cylinder S 3, agitating drilled promoted in that direction, as indicated by the arrow d while maintaining the depth from the ground surface, the third hydraulic cylinder S 3 Piston rod
R 3 is expanded and contracted back and forth to rock the auger device M back and forth to excavate the remaining portion and perform complete agitation, stop the solidifying material injection, and complete the construction of the fan-shaped expanded base K. In this case, if you try to propel at an angle from the beginning, due to the relationship between the auger torque and the reaction force from the ground,
Since the auger device M becomes unstable and the construction position becomes inaccurate, construction is first started from a stable vertical direction. In the case of a larger cross section, the angle is gradually increased so that the target angle can be obtained by a plurality of times of propulsion.

第6図で示すキーブロック付き扇形断面形状の拡大基礎
について説明すると、先ず前記第5図で示す扇形断面形
状の拡大基礎の施工を行い、次いで矢印a1方向へ深く掘
削推進させて撹拌し、あるいは始めに深く掘削推進させ
て撹拌することで、キーブロック付き扇形断面形状の拡
大基礎Kの施工を完了する。
Explaining the fan-shaped cross-section expanded base with a key block shown in FIG. 6, first, the fan-shaped expanded base with a fan-shaped cross-section shown in FIG. 5 is constructed, then deeply excavated and propelled in the direction of arrow a 1 to stir, Alternatively, the construction of the enlarged foundation K with a fan-shaped cross-section with a key block is completed by first deeply excavating and agitating.

第7図に示す木の根形断面形状の拡大基礎について説明
すると、先ず前記第5図で示す扇形断面形状の拡大基礎
の施工を行ない、次いで矢印a2方向,矢印b2方向,矢印
c2方向へ順に深く掘削推進させて攪拌し、あるいは始め
または中間にて、矢印a2,矢印b2,矢印c2の各方向に深く
掘削推進させて攪拌することで、木の根形断面形状の拡
大基礎Kの施工を完了する。
Explaining the expanded foundation of the root-shaped cross-sectional shape of the tree shown in FIG. 7, first, the expansion foundation of the fan-shaped sectional shape shown in FIG. 5 is constructed, and then the arrow a 2 direction, arrow b 2 direction, arrow
c and stirred sequentially by deeply digging promoted in two directions, or at the beginning or middle, arrows a 2, arrow b 2, by stirring by deeply digging propulsion in each direction of the arrow c 2, the tree roots form the cross-sectional shape Complete the construction of the expanded foundation K.

所定地盤において前記拡大基礎Kの施工が完了すると、
クローラー走行にてバックホウBを既施工部分と若干重
なるように未施工場所へ移動して、前記固化材注入,掘
削,攪拌を行なうことを繰返し続け、かくして第1図左
から右方向に布基礎である拡大基礎Kが連続して推伸施
工される。
When the construction of the expanded foundation K is completed on the predetermined ground,
By moving the backhoe B to a non-constructed place by crawler running so as to slightly overlap with the already constructed part, and repeating the injection of the solidifying material, excavation, and stirring repeatedly, thus, the cloth foundation is moved from the left to the right in FIG. A certain expansion foundation K is continuously stretched.

オーガー装置Mを移動して施工しないとき、またはオー
ガー装置Mの数回の非連続した移動での施工の場合は、
夫々独立基礎の施工となる。
When the auger device M is not moved and installed, or when the auger device M is installed by several discontinuous movements,
Each will be an independent foundation construction.

[発明の効果] 本発明は上述のようであるから、先端にビットを備えた
オーガー軸により、土中において角度を変えて掘削推進
すると同時に、掘削土に固化材を混合攪拌することで、
掘削した底部が拡大された強固な基礎が得られる。
[Advantages of the Invention] Since the present invention is as described above, the auger shaft provided with a bit at the tip promotes excavation while changing the angle in the soil, and at the same time, the solidified material is mixed and stirred in the excavated soil.
A solid foundation with an enlarged excavated bottom is obtained.

更に、地中において角度を変えて掘削攪拌ができるの
は、各オーガー軸に加わるモーメント荷重に対してオー
ガー軸の掘削部分であるビットの近傍を支持部材のオー
ガー軸支持杆によって、上方の基台部と一体として回転
支持されることの効果であり、また前記オーガー軸支持
杆および固定翼片が回転することがなく固定翼として作
用し、これにより混合物がビットとともに共回りするの
が防止され、更に上方の攪拌部材によって攪拌され、土
壌と固化材が極めて効率よく混合される。
Furthermore, excavation and stirring can be performed by changing the angle in the ground because the auger shaft support rod of the support member allows the base above the bit to be excavated on the auger shaft against the moment load applied to each auger shaft. It is an effect that it is rotatably supported as a unit with one part, and the auger shaft supporting rod and the fixed wing piece act as a fixed wing without rotating, thereby preventing the mixture from co-rotating with the bit, Further, it is agitated by the agitating member above, so that the soil and the solidifying material are extremely efficiently mixed.

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

第1図は本発明オーガー装置とその施工状態を示す概略
斜視図、第2図は本発明オーガー装置の要部の正面図、
第3図は同ビット部分の底面図、第4図はかき込み翼と
押し出し翼およびバランス翼からなる攪拌部材の詳細を
示す拡大横断面図、第5図は扇形断面形状の拡大基礎の
施工断面図、第6図はキーブロック付き扇形断面形状の
拡大基礎の施工断面図、第7図は木の根形断面形状の拡
大基礎の施工断面図である。 図中、Bはバックホウ、Mはオーガー装置、Kは基礎、
Gは地盤、1は基台部、2はオーガー軸支持杆、3は支
持部材、4a,4b,4c,4dはオーガー軸、5は油圧モータ
ー、10は支持杆、11は注入口、12は流路、12aは下端開
口部、13は止め栓、14は軸受、15は固定翼片、16は分岐
流路、17a,17bは噴出口、19は掘削刃、20a,20b,20c,20d
はビット、21は撹拌部材、22aは短い斜面、22bは長い斜
面、23aは中心さらい刃、23bは外周さらい刃、24は等し
い長さの斜面、25は板状の撹拌翼、26はかき込み翼、27
は押し出し翼、28はバランス翼である。
FIG. 1 is a schematic perspective view showing an auger device of the present invention and a construction state thereof, and FIG. 2 is a front view of a main part of the auger device of the present invention,
FIG. 3 is a bottom view of the bit part, FIG. 4 is an enlarged cross-sectional view showing details of a stirring member composed of a scraping blade, an extruding blade, and a balance blade, and FIG. 5 is a sectional view of an enlarged foundation having a fan-shaped cross-section. FIG. 6 is a construction sectional view of an enlarged foundation having a fan-shaped sectional shape with a key block, and FIG. 7 is a construction sectional view of an enlarged foundation having a root-shaped sectional shape of a tree. In the figure, B is a backhoe, M is an auger device, K is a base,
G is the ground, 1 is the base part, 2 is an auger shaft supporting rod, 3 is a supporting member, 4a, 4b, 4c and 4d are auger shafts, 5 is a hydraulic motor, 10 is a supporting rod, 11 is an injection port, 12 is Flow path, 12a is a lower end opening, 13 is a stopper, 14 is a bearing, 15 is a fixed wing piece, 16 is a branch flow path, 17a, 17b is a jet outlet, 19 is an excavating blade, 20a, 20b, 20c, 20d
Is a bit, 21 is a stirring member, 22a is a short inclined surface, 22b is a long inclined surface, 23a is a central cutting edge, 23b is an outer peripheral cutting edge, 24 is an inclined surface of equal length, 25 is a plate-shaped stirring blade, and 26 is a scraping blade. , 27
Is an extrusion wing and 28 is a balance wing.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】ビットを先端に、撹拌部材を中間に夫々備
えた複数本のオーガー軸により、土中において角度を変
えて掘削推進し、この際掘削される土とオーガー軸より
噴射される固化材とを混合撹拌し、扇形断面形状に底部
を拡大した基礎を得ることを特徴とする地盤改良工法。
1. A plurality of auger shafts each having a bit at the tip and a stirring member in the middle, excavating and propelling the soil in different angles, and at this time, the soil to be excavated and the solidification injected from the auger shaft. A ground improvement method characterized by obtaining a foundation with an enlarged bottom in a fan-shaped cross section by mixing and stirring the material.
【請求項2】ビットを先端に、撹拌部材を中間に夫々備
えた複数本のオーガー軸により、土中において角度を変
えて掘削推進し、この際掘削される土とオーガー軸より
噴射される固化材とを混合撹拌し、キーブロック付き扇
形断面形状に底部を拡大した基礎を得ることを特徴とす
る地盤改良工法。
2. A plurality of auger shafts each having a bit at the tip and a stirring member in the middle are used to excavate and propel the soil in different angles, and at this time, the soil to be excavated and the solidification injected from the auger shafts. A ground improvement method characterized by obtaining a foundation with an enlarged bottom in a fan-shaped cross section with a key block by mixing and stirring the material.
【請求項3】ビットを先端に、撹拌部材を中間に夫々備
えた複数本のオーガー軸により、土中において角度を変
えて掘削推進し、この際掘削される土とオーガー軸より
噴射される固化材とを混合撹拌し、木の根形断面形状に
底部を拡大した基礎を得ることを特徴とする地盤改良工
法。
3. A plurality of auger shafts each having a bit at the tip and a stirring member in the middle to excavate and propel the soil in different angles, and at this time, the soil to be excavated and the solidification injected from the auger shaft. A ground improvement method characterized by obtaining a foundation with an expanded bottom in a root-shaped cross-sectional shape of a tree by mixing and stirring the material.
【請求項4】バックホウの先方アームの下面に前後方向
に揺動自在なるよう連結された基台部と、該基台部の中
央下面に垂設固定されたオーガー軸支持杆を下端に備え
た支持部材と、前記基台部の下面に回転自在に軸支され
た4本のオーガー軸とによりオーガー装置が形成され、 前記基台部上には油圧モーターを装置すると共に、基台
部内には前記油圧モーターに連動する減速ギアが装置さ
れ、且つ該減速ギアには前記各オーガー軸の上端が連結
され、 前記支持部材は、基台部中央下部に垂設固定された支持
杆の下端部両側方向にオーガー軸支持杆を突設して形成
され、且つ前記支持杆上方に固化材の注入口を設け、該
注入口は支持杆の中央部を下端まで貫通された流路と連
通し、下端開口部には止め栓を装着固定すると共に、前
記下端開口部より稍上方において前記流路から夫々左右
方向に分岐した分岐流路がオーガー軸支持杆内を延長し
て設けられ、その各先端が夫々オーガー軸支持杆の前・
後面側に夫々開口されて、固化材の噴出口を形成する一
方、オーガー軸支持杆の両端には固定翼片が固定される
と共に、該オーガー軸支持杆には前記オーガー軸の下方
部を軸承貫通する4個の軸受が夫々設けられて、該各軸
受に前記各オーガー軸が軸承貫通され、 前記各オーガー軸の下端には多数の掘削刃を備えたビッ
トが同一位相で固定されると共に、前記基台部とオーガ
ー軸支持杆間の各オーガー軸の外周には、1段または複
数段に亘って撹拌部材が固定され、 前記オーガー軸のうち支持杆に近接した2本のオーガー
軸の下端のビットは、中心さらい刃とする短い斜面と外
周さらい刃とする長い斜面を備えたほぼベース状に形成
され、且つ該短い斜面側に夫々偏位してオーガー軸を固
定して、前記各オーガー軸を同一方向に回転するように
構成され、 前記オーガー軸のうち両端部に位置した2本のオーガー
軸の下端のビットは、夫々互いに等しい長さの斜面を有
するベース状に形成され、且つその中心部にオーガー軸
を固定して、前記各オーガー軸を前記支持杆に近接した
2本のオーガー軸とは夫々逆方向に回転するように構成
され、 前記各オーガー軸のうち、支持杆に近接した2本のオー
ガー軸の撹拌部材が、そのビットの外周軌跡よりも小で
あって、かき込み角の付与されたかき込み翼と、押し出
し角の付与された押し出し翼と、平板状の板よりなるバ
ランス翼が、前記オーガー軸の外周のほぼ等分の角度位
置に、1段または位相を異にして複数段に亘って固定さ
れ、且つ各オーガー装置のうち、外側に位置する2本の
オーガー軸の撹拌部材が、板状の撹拌翼を1段または位
相を異にして複数段に亘って固定されたことを特徴とす
る地盤改良工法の施工に使用するオーガー装置。
4. A base portion connected to the lower surface of the front arm of the backhoe so as to be swingable in the front-rear direction, and an auger shaft support rod vertically fixed to the central lower surface of the base portion at the lower end. An auger device is formed by a support member and four auger shafts that are rotatably supported on the lower surface of the base part. A hydraulic motor is installed on the base part, and the auger device is installed in the base part. A reduction gear that operates in conjunction with the hydraulic motor is provided, and the upper ends of the auger shafts are connected to the reduction gear. The support member is provided on both sides of the lower end of a support rod vertically fixed to the lower center of the base. Is formed by projecting an auger shaft support rod in a direction, and an injection port for the solidifying material is provided above the support rod, and the injection port communicates with the flow path that penetrates the center portion of the support rod to the lower end, and the lower end. Install and fix the stopper on the opening and open the lower end. Branch flow path branching to each lateral direction from said channel in 稍上 side than parts is provided by extending the auger shaft supporting 杆内, before that the tip of each auger shaft supporting rod,
Each of the rear surfaces is opened to form a solidified material ejection port, while fixed wing pieces are fixed to both ends of the auger shaft support rod, and the lower part of the auger shaft is supported by the auger shaft support rod. Each of the four bearings penetrating is provided, and each auger shaft is pierced through each bearing, and a bit having a large number of drilling blades is fixed to the lower end of each auger shaft in the same phase, A stirring member is fixed to the outer periphery of each auger shaft between the base portion and the auger shaft support rod in one or more stages, and the lower ends of the two auger shafts of the auger shaft that are close to the support rods. The bit of is formed in a substantially base shape having a short bevel serving as a central cutting edge and a long bevel serving as an outer peripheral cutting edge, and the auger shafts are fixed by being deviated to the respective short slanting sides to fix the auger shafts. I will rotate the axis in the same direction The bits at the lower ends of the two auger shafts located at both ends of the auger shaft are formed in a base shape having slopes of equal length to each other, and the auger shaft is fixed to the center part thereof. And each auger shaft is configured to rotate in a direction opposite to each of the two auger shafts adjacent to the support rod, and the two auger shafts adjacent to the support rod among the auger shafts are agitated. The member is smaller than the outer peripheral locus of the bit, and the staking blade with a rake angle, the extrusion blade with a squeeze angle, and the balance wing made of a flat plate are the outer periphery of the auger shaft. Of the two auger shafts, which are fixed to one of the auger devices at a substantially equal angular position for one step or a plurality of steps with different phases, and the agitating members of the two auger shafts located outside of each auger device are plate-shaped agitators. One step over the wings Auger apparatus for use in construction of ground improvement method, characterized in that fixed over a plurality of stages out of phase.
JP2251993A 1990-09-25 1990-09-25 Ground improvement method and auger device used for construction of the method Expired - Lifetime JPH07122263B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2251993A JPH07122263B2 (en) 1990-09-25 1990-09-25 Ground improvement method and auger device used for construction of the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2251993A JPH07122263B2 (en) 1990-09-25 1990-09-25 Ground improvement method and auger device used for construction of the method

Publications (2)

Publication Number Publication Date
JPH04131420A JPH04131420A (en) 1992-05-06
JPH07122263B2 true JPH07122263B2 (en) 1995-12-25

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ID=17231054

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JPH0734460A (en) * 1993-07-19 1995-02-03 Seiko Kogyo Kk Underground continuous wall forming device
JP6397147B1 (en) * 2018-02-09 2018-09-26 株式会社竹中土木 Ground improvement method and ground improvement equipment using mechanical stirring deep mixing method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51103609A (en) * 1975-03-08 1976-09-13 Seiko Kogyo Kk Kochikubutsuno fudochinkakyoseikoho
JPS52171809U (en) * 1976-06-21 1977-12-27
JPS5826451B2 (en) * 1980-07-09 1983-06-02 中富 栗本 Soft ground improvement equipment
JPS57158419A (en) * 1981-03-24 1982-09-30 Teruo Takei Agitator for soil

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