JPH1060877A - Excavating blade - Google Patents

Excavating blade

Info

Publication number
JPH1060877A
JPH1060877A JP21455396A JP21455396A JPH1060877A JP H1060877 A JPH1060877 A JP H1060877A JP 21455396 A JP21455396 A JP 21455396A JP 21455396 A JP21455396 A JP 21455396A JP H1060877 A JPH1060877 A JP H1060877A
Authority
JP
Japan
Prior art keywords
main body
wing
blade
filler
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP21455396A
Other languages
Japanese (ja)
Inventor
Hitoshi Takahashi
仁 高橋
Susumu Kagawa
進 賀川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Komatsu Ltd
Komatsu Est Corp
Original Assignee
Komatsu Ltd
Komatsu Est Corp
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 Komatsu Ltd, Komatsu Est Corp filed Critical Komatsu Ltd
Priority to JP21455396A priority Critical patent/JPH1060877A/en
Publication of JPH1060877A publication Critical patent/JPH1060877A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide an excavating blade which is capable of spraying a filler over the whole excavated area by providing a main body and a plurality of blades mounted radially on this main body and providing a spout of each of the blades so that they may keep different distances respectively from the turning center of the main body. SOLUTION: A plurality of blades 26 are radially mounted on a main body 20 having a hollow section where a pipe 29 having a different length is mounted on each of the blades 26. One end opening section of the pipe 29 is communicated with the hollow section of the main body 20 while the other end opening section is defined as a spout 30. When excavated, an excavation shaft is turned to one direction, thereby turning an excavation blade 11 so as to excavate with each blade 26. At the same time, a filler is force-fed to the hollow section of the excavation shaft, thereby spraying the filler in the rear side of the turning direction from the spout 30 by means of each pipe 29. It is, therefore, possible to provide an excavation blade capable of spraying the filler over the whole excavated area.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、基礎工事などにお
いて土壌とてん充材を機械的に混合して固結するなど、
地盤を円柱状に改良する地盤改良機における切削土の混
合攪拌翼装置に用いる掘削翼に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of mechanically mixing soil and filler material in foundation work and consolidating the same.
The present invention relates to a drilling wing used for a mixing and stirring wing device for cutting soil in a ground improvement machine for improving the ground into a columnar shape.

【0002】[0002]

【従来の技術】地盤を円柱状に改良する地盤改良機にお
ける切削土の混合攪拌翼装置としては、例えば特公昭5
8−29374号公報に示すものが知られている。
2. Description of the Related Art As an apparatus for mixing and stirring cutting soil in a ground improvement machine for improving the ground into a columnar shape, for example, Japanese Patent Publication No. Sho 5
The thing shown in 8-29374 is known.

【0003】この切削土の混合攪拌翼装置は、回転軸に
掘削翼と攪拌翼を取付けたものであり、回転軸内に設け
た流体通路よりてん充材を切削土に供給しながら掘削翼
と攪拌翼とで切削土とてん充材を混合攪拌して地盤改良
する。
[0003] This mixing and stirring blade device for cutting soil is provided with a drilling blade and a stirring blade attached to a rotating shaft, and the filler blade is supplied to the cutting soil through a fluid passage provided in the rotating shaft. The ground is improved by mixing and stirring the cutting soil and filling material with a stirring blade.

【0004】かかる混合攪拌装置においてはてん充材と
切削土を均一に混合攪拌することが重要である。このた
めには掘削翼の径方向全長、つまり掘削翼による切削部
分の全てにてん充材を散布する必要がある。
[0004] In such a mixing and stirring apparatus, it is important to uniformly mix and stir the filler material and the cutting soil. For this purpose, it is necessary to spray the filler over the entire length in the radial direction of the excavation wing, that is, the entire cutting portion of the excavation wing.

【0005】このためには例えば、特公昭61−233
24号公報に開示されたように、回転軸に複数の攪拌羽
根を放射状に取付け、この攪拌羽根を中空形状で複数の
噴出孔を長手方向に間隔を置いて有するものとし、その
中空部を回転軸の中空部に連通して回転軸を回転しなが
ら噴出孔よりてん充材を噴出するようにしている。
[0005] For this purpose, for example, Japanese Patent Publication No. 61-233
As disclosed in Japanese Patent Publication No. 24, a plurality of stirring blades are radially mounted on a rotating shaft, and the stirring blades have a hollow shape and a plurality of ejection holes spaced apart in the longitudinal direction, and the hollow portion is rotated. The filling material is ejected from the ejection holes while rotating the rotating shaft while communicating with the hollow portion of the shaft.

【0006】[0006]

【発明が解決しようとする課題】前述のようにすると、
攪拌羽根に形成した噴出孔の径や間隔を重ならせて各噴
出孔から噴出されるてん充材の量を均一としているの
で、噴出孔の加工が大変面倒となって製作コストが高い
ものとなる。
SUMMARY OF THE INVENTION As described above,
Since the diameter and spacing of the orifices formed in the stirring blades are made to overlap and the amount of filler injected from each orifice is uniform, processing of the orifice is very troublesome and the production cost is high. Become.

【0007】また、攪拌羽根は中空形状、つまりパイプ
状で強度が弱いので、掘削羽根として掘削する時には大
きな掘削力が得られない。
[0007] Further, since the stirring blade has a hollow shape, that is, a pipe shape, and has a low strength, a large excavating force cannot be obtained when excavating as the excavating blade.

【0008】また、前述の掘削翼では掘削する時と混合
攪拌する時とで反対方向に回転する場合があり、この場
合には噴出孔が回転方向前方に向うので、その噴出孔に
土砂が詰って目詰りすることがある。
In the above-mentioned excavator, the excavator sometimes rotates in the opposite direction between the time of excavation and the time of mixing and agitation. In this case, since the orifice is directed forward in the rotational direction, the ore is clogged with earth and sand. May be clogged.

【0009】そこで、本発明は前述の課題を解決できる
ようにした掘削翼を提供することを目的とする。
Therefore, an object of the present invention is to provide a drilling wing capable of solving the above-mentioned problem.

【0010】[0010]

【課題を解決するための手段及び作用・効果】第1の発
明は、本体20と、この本体20に放射状に取付けた複
数の翼26を備え、この各翼26に噴出口30を本体2
0の回転中心からそれぞれ異なった距離となるようにそ
れぞれ設けたことを特徴とする掘削翼である。
The first invention comprises a main body 20, and a plurality of wings 26 radially attached to the main body 20, and each of the wings 26 is provided with an ejection port 30 in the main body 2.
The excavation wings are provided so as to be at different distances from the center of rotation 0.

【0011】第1の発明によれば、各翼26の噴出口3
0よりてん充材が本体回転中心から異なる距離に噴出さ
れる。これによって、掘削翼による切削部分の全てにて
ん充材を散布することができる。
According to the first invention, the jet port 3 of each wing 26
From 0, filler material is ejected at different distances from the center of rotation of the main body. As a result, the filler material can be sprayed on all of the cut portions by the excavation wing.

【0012】また、各翼26に噴出口30を設ければ良
いから、加工製作が容易で製作コストが安価となる。
Further, since it is only necessary to provide the jet port 30 for each blade 26, processing and manufacturing are easy and the manufacturing cost is low.

【0013】第2の発明は、第1の発明における各翼2
6に長さの異なる配管29を取付け、この各配管29の
一端開口部を本体20の中空部に連通し、各配管29の
他端開口部を本体20の回転中心から異なる距離に位置
させて噴出口30とした掘削翼である。
The second invention is directed to each wing 2 in the first invention.
6, pipes 29 having different lengths are attached, one end of each pipe 29 is communicated with the hollow portion of the main body 20, and the other end of each pipe 29 is located at a different distance from the rotation center of the main body 20. This is a digging wing with the ejection port 30.

【0014】第2の発明によれば、翼26に配管29を
取付けて噴出口30としたことから、翼26自体は噴出
口30及びてん充材の流路を有しないので、中実な板状
などの剛性大なものとすることができ、大きな掘削力が
得られる。
According to the second aspect of the present invention, since the pipes 29 are attached to the wings 26 to form the ejection ports 30, the wings 26 themselves do not have the ejection ports 30 and the flow path of the filler, so that a solid plate is provided. The rigidity such as the shape can be made large, and a large excavating force can be obtained.

【0015】しかも、翼26、配管29をそれぞれ別々
に製作できるから、それらの製作が容易となる。
In addition, since the wing 26 and the pipe 29 can be separately manufactured, their manufacture becomes easy.

【0016】第3の発明は、第1の発明又は第2の発明
における各翼26における噴出口30と対向して邪魔板
31をそれぞれ取付けた請求項1又は2記載の掘削翼で
ある。
According to a third aspect of the present invention, there is provided the digging blade according to the first or second aspect, wherein the baffle plate 31 is attached to each of the blades 26 so as to face the jet port 30 in the wing 26.

【0017】第3の発明によれば、掘削翼を一方向に回
転して掘削する時に噴出口30よりてん充材を噴出して
散布し、その掘削翼を他方向に回転しててん充材と掘削
した土砂を混合攪拌する時に、邪魔板31で噴出口30
に土砂が詰ることを防止できる。
According to the third aspect of the present invention, when the excavator wing is rotated in one direction and excavated, the filler is spouted from the ejection port 30 to be sprayed, and the excavator is rotated in the other direction to disperse the filler. When the excavated earth and sand are mixed and stirred, the baffle plate 31
Can be prevented from being clogged with earth and sand.

【0018】[0018]

【発明の実施の形態】図1に示すように、掘削軸10の
先端部に掘削翼11が取付けてあり、この掘削翼11よ
りも上部に攪拌翼12が取付けてある。この攪拌翼12
と掘削翼11との間に共まわり防止翼13が掘削軸10
の回りに回転自在に設けてある。前記掘削軸10は中空
形状となり、その掘削軸10は回転しながら推進される
と共に、その中空部10a内にセメントミルク等のてん
充材が注入される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, a digging wing 11 is mounted on the tip of a digging shaft 10, and a stirring blade 12 is mounted above the digging wing 11. This stirring blade 12
The anti-corotating wing 13 is provided between the digging shaft 10 and the digging wing 11.
It is provided to be rotatable around. The excavating shaft 10 has a hollow shape. The excavating shaft 10 is propelled while rotating, and a filling material such as cement milk is injected into the hollow portion 10a.

【0019】前記攪拌翼12は掘削軸10に第1翼14
と第2翼15を固着したもので、その第1翼14と第2
翼15は掘削軸10の軸心と平行に対して左右反対方向
に斜めとなっている。
The agitating blade 12 has a first blade 14 attached to the excavating shaft 10.
And the second wing 15 are fixed, and the first wing 14 and the second
The blade 15 is oblique in the opposite direction to the left and right with respect to the axis of the excavation shaft 10.

【0020】前記共まわり防止翼13は掘削軸10にボ
ス16を回転自在に嵌合して取付け、このボス16に水
平翼17と上向き翼18と下向き翼19を放射状に取付
けてある。なお、ボス16は半円形の一対のボスをボル
トで連結したもので、掘削軸10に一対のボスを接して
ボルトで連結してある。
The anti-corotating wing 13 has a boss 16 rotatably fitted to and mounted on the excavating shaft 10, and a horizontal wing 17, an upward wing 18 and a downward wing 19 are radially mounted on the boss 16. The boss 16 is formed by connecting a pair of semicircular bosses with bolts, and the boss 16 is connected to the excavation shaft 10 by bolts.

【0021】前記掘削翼11は本体20を備えている。
この本体20は図2と図3に示すように、中空翼取付部
である筒体21の上面に掘削軸取付部である取付フラン
ジ22を固着し、下面にプレート23を固着し、そのプ
レート23の下面に下向き山形状の先端プレート24を
固着したもので、その筒体21には複数、例えば3つの
穴25が周方向に等間隔で形成してある。
The excavating wing 11 has a main body 20.
As shown in FIGS. 2 and 3, the main body 20 has a mounting flange 22 serving as an excavation shaft mounting portion fixed to an upper surface of a tubular body 21 serving as a hollow blade mounting portion, and a plate 23 fixed to a lower surface. A plurality of, for example, three holes 25 are formed in the cylindrical body 21 at equal intervals in the circumferential direction.

【0022】前記筒体21には複数、例えば3つの翼2
6が放射状に固着してある。この翼26は板状で垂直に
対して斜めに固着してあり、その下端面26aに切欠き
27が形成されて刃部28としてある。
The cylindrical body 21 has a plurality of, for example, three wings 2.
6 are fixed radially. The wing 26 is plate-shaped and is fixed obliquely with respect to the vertical. A notch 27 is formed in the lower end surface 26 a to form a blade 28.

【0023】前記各翼26の一側面26bには図4に示
すように配管29がそれぞれ固着してある。この各配管
29の一端開口部は前記筒体21に固着されて穴25と
それぞれ連通し、各配管29の他端開口部はほぼ90度
に折曲して噴出口30としてある。前記各配管29の長
さは図5に示すように異なって各噴出口30は回転中心
からの距離が異なっている。例えば1つの翼26の噴出
口30が翼26の先端寄りで、他の翼26の噴出口30
が翼26の中間部で、残りの翼26の噴出口30が翼2
6の基端寄りとしてある。
As shown in FIG. 4, a pipe 29 is fixed to one side surface 26b of each wing 26. One end opening of each of the pipes 29 is fixed to the cylindrical body 21 and communicates with the hole 25, and the other end of each of the pipes 29 is bent at substantially 90 degrees to form a jet port 30. The length of each pipe 29 is different as shown in FIG. 5, and each jet port 30 has a different distance from the center of rotation. For example, the ejection port 30 of one wing 26 is near the tip of the wing 26 and the ejection port 30 of the other wing 26
Is the middle part of the wing 26, and the ejection port 30 of the remaining wing 26 is the wing 2
6 near the base end.

【0024】前記各翼26の一側面26bにおける噴出
口30と対向して邪魔板31がそれぞれ固着してある。
前記本体20の取付フランジ22が掘削軸10の下部フ
ランジ32にボルト33で連結してある。
A baffle plate 31 is fixedly opposed to the jet port 30 on one side surface 26b of each wing 26.
The mounting flange 22 of the main body 20 is connected to the lower flange 32 of the excavating shaft 10 by bolts 33.

【0025】このようであるから、掘削する時には掘削
軸10を一方向に回転して掘削翼11を図2で矢印a方
向に回転して各翼26で掘削すると同時に、掘削軸10
の中空部10aにてん充材を圧送して各配管29を経て
噴出口30より回転方向後側に噴出して散布する。
Therefore, when excavating, the excavating shaft 10 is rotated in one direction and the excavating wing 11 is rotated in the direction of arrow a in FIG.
The filler is pressure-fed in the hollow portion 10a, and is ejected to the rear side in the rotational direction from the ejection port 30 through each pipe 29 to be dispersed.

【0026】掘削した土砂とてん充材を混合攪拌する時
には掘削軸10を他方向に回転して掘削翼11を図2で
矢印b方向に回転して各翼26で掘削した土砂と散布し
たてん充材を混合攪拌する。この時、各噴出口30の回
転方向前方に邪魔板31が位置しているから、噴出口3
0に土砂が詰まることがない。
When mixing and stirring the excavated earth and the filling material, the excavating shaft 10 is rotated in the other direction, and the excavating wing 11 is rotated in the direction of arrow b in FIG. Mix and stir the filler. At this time, since the baffle plate 31 is located forward of the respective ejection ports 30 in the rotation direction, the ejection ports 3
There is no clogging with earth and sand.

【0027】前述のように掘削時に矢印a方向に回転す
るのは図4に示すように翼26にすくい角を与えて掘削
抵抗を小さくするためであり、混合攪拌時に矢印b方向
に回転するには図4に示すように翼26の抵抗を大きく
して効率良く混合攪拌するためである。
The reason for rotating in the direction of arrow a during excavation as described above is to reduce the excavation resistance by giving a rake angle to the blade 26 as shown in FIG. This is to increase the resistance of the blade 26 and efficiently mix and stir as shown in FIG.

【0028】次に攪拌翼12、共まわり防止翼13の機
能について説明する。掘削軸10を回転しながら推進し
て掘削翼11で地盤を掘削して穿孔することで、掘削翼
11の上部(掘削翼11と水平翼17との間)の掘削土
は掘削翼11とともにつれ回りして激しい乱流状態とな
り、水平翼17と攪拌翼12との間の掘削はゆっくりと
した静流状態となる。
Next, the functions of the stirring blade 12 and the co-rotation prevention blade 13 will be described. By excavating and drilling the ground with the excavating wings 11 while propelling the excavating shaft 10 while rotating, the excavated soil above the excavating wings 11 (between the excavating wings 11 and the horizontal wings 17) is taken along with the excavating wings 11. As a result, the turbulent flow is generated, and the excavation between the horizontal blade 17 and the agitating blade 12 becomes a slow static flow state.

【0029】このために、下向き翼19の掘削土から受
ける抵抗と上向き翼18の掘削土から受ける抵抗が異な
るので、共まわり防止翼13が掘削翼11と同一速度で
回転することがなく、掘削翼11近くの掘削土と攪拌翼
12近くの掘削土が同一の速度で共まわりしないので、
掘削土と注入したてん充材を良好に攪拌することができ
る。
Since the resistance of the downward wings 19 from the excavated soil and the resistance of the upward wings 18 from the excavated soil are different from each other, the co-rotation prevention wings 13 do not rotate at the same speed as the excavated wings 11. Since the excavated soil near the wing 11 and the excavated soil near the stirring wing 12 do not rotate at the same speed,
The excavated soil and the injected filler can be well stirred.

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

【図1】本発明の実施の形態を示す混合攪拌装置の正面
図である。
FIG. 1 is a front view of a mixing and stirring device according to an embodiment of the present invention.

【図2】掘削翼の平面図である。FIG. 2 is a plan view of a cutting wing.

【図3】本体の断面図である。FIG. 3 is a sectional view of a main body.

【図4】図2のA−A断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 2;

【図5】配管部分の平面図である。FIG. 5 is a plan view of a piping portion.

【符号の説明】[Explanation of symbols]

10…掘削軸 11…掘削翼 20…本体 26…翼 29…配管 30…噴出口 31…邪魔板 DESCRIPTION OF SYMBOLS 10 ... Excavation axis 11 ... Excavation wing 20 ... Main body 26 ... Wing 29 ... Piping 30 ... Outlet 31 ... Baffle plate

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 本体20と、この本体20に放射状に取
付けた複数の翼26を備え、この各翼26に噴出口30
を本体20の回転中心からそれぞれ異なった距離となる
ようにそれぞれ設けたことを特徴とする掘削翼。
1. A main body (20) and a plurality of blades (26) radially attached to the main body (20).
Characterized in that they are provided at different distances from the rotation center of the main body 20, respectively.
【請求項2】 前記各翼26に長さの異なる配管29を
取付け、この各配管29の一端開口部を本体20の中空
部に連通し、各配管29の他端開口部を本体20の回転
中心から異なる距離に位置させて噴出口30とした請求
項1記載の掘削翼。
2. A pipe 29 having a different length is attached to each of the blades 26. One end of each pipe 29 communicates with the hollow portion of the main body 20, and the other end of each pipe 29 is rotated by the rotation of the main body 20. The excavation wing according to claim 1, wherein the ejection port is located at a different distance from the center.
【請求項3】 前記各翼26における噴出口30と対向
して邪魔板31をそれぞれ取付けた請求項1又は2記載
の掘削翼。
3. The excavating wing according to claim 1, wherein a baffle plate 31 is attached to each of the wings 26 so as to face the jet port 30.
JP21455396A 1996-08-14 1996-08-14 Excavating blade Pending JPH1060877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21455396A JPH1060877A (en) 1996-08-14 1996-08-14 Excavating blade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21455396A JPH1060877A (en) 1996-08-14 1996-08-14 Excavating blade

Publications (1)

Publication Number Publication Date
JPH1060877A true JPH1060877A (en) 1998-03-03

Family

ID=16657636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21455396A Pending JPH1060877A (en) 1996-08-14 1996-08-14 Excavating blade

Country Status (1)

Country Link
JP (1) JPH1060877A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064660A (en) * 2001-08-23 2003-03-05 Ok Soil:Kk Excavating device for improving soft ground
JP2017197909A (en) * 2016-04-25 2017-11-02 株式会社テノックス Drilling/agitation head for installing steel pipe soil cement pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064660A (en) * 2001-08-23 2003-03-05 Ok Soil:Kk Excavating device for improving soft ground
JP4713786B2 (en) * 2001-08-23 2011-06-29 株式会社オーケーソイル Excavator for soft ground improvement
JP2017197909A (en) * 2016-04-25 2017-11-02 株式会社テノックス Drilling/agitation head for installing steel pipe soil cement pile

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