JPH0542151Y2 - - Google Patents

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Publication number
JPH0542151Y2
JPH0542151Y2 JP13866988U JP13866988U JPH0542151Y2 JP H0542151 Y2 JPH0542151 Y2 JP H0542151Y2 JP 13866988 U JP13866988 U JP 13866988U JP 13866988 U JP13866988 U JP 13866988U JP H0542151 Y2 JPH0542151 Y2 JP H0542151Y2
Authority
JP
Japan
Prior art keywords
shaft
support member
blade
rod
rotating
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
JP13866988U
Other languages
Japanese (ja)
Other versions
JPH0262995U (en
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 filed Critical
Priority to JP13866988U priority Critical patent/JPH0542151Y2/ja
Priority to US07/424,987 priority patent/US5050320A/en
Publication of JPH0262995U publication Critical patent/JPH0262995U/ja
Application granted granted Critical
Publication of JPH0542151Y2 publication Critical patent/JPH0542151Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、地中に連続壁を造成するに用いる掘
削刃を有する複数の回転軸を備えた多軸混練オー
ガ機に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a multi-shaft kneading auger machine equipped with a plurality of rotary shafts each having a digging blade used for constructing a continuous wall underground.

[従来の技術] 地盤を壁体状に削孔し、回転軸の先端よりセメ
ント等の混合液を吐出し、土中において原位置土
と混合して連続壁を造成し、建築、土木の地下工
事における土留め壁、矢板土留め工事等における
止水壁を形成する原位置土混合工法は、有効に広
く施工されている。
[Conventional technology] A hole is drilled in the ground in the shape of a wall, a mixed liquid such as cement is discharged from the tip of a rotating shaft, and mixed with in-situ soil in the soil to create a continuous wall, which is used for underground construction and civil engineering. The in-situ soil mixing method for forming earth retaining walls in construction works, water-stop walls in sheet pile earth retaining works, etc., has been effectively and widely used in construction.

第1図および第2図は本願の実施例を示す図面
であるが、このうち公知部分について本願の考案
をよく理解するために説明する。
1 and 2 are drawings showing an embodiment of the present application, of which known parts will be explained in order to better understand the invention of the present application.

図において、自走台車1に立設されたガイドポ
スト2には、駆動装置3が上下動自在に張設され
ている。その駆動装置3の下部には多軸装置4が
連結され、この多軸装置4には複数(図示の例で
は3本)の回転軸5A,5Bおよび5C(以下総
称する場合は符号5を用いる)が相互に対向する
方向に回転するように取付けられ、軸受を兼ねた
連結装置9,9で連結されている。
In the figure, a drive device 3 is attached to a guide post 2 erected on a self-propelled cart 1 so as to be movable up and down. A multi-axis device 4 is connected to the lower part of the drive device 3, and this multi-axis device 4 has a plurality of (three in the illustrated example) rotating shafts 5A, 5B, and 5C (hereinafter referred to collectively as 5). ) are mounted so as to rotate in mutually opposing directions, and are connected by connecting devices 9, 9 which also serve as bearings.

これら回転軸5の下端には掘削刃6が設けら
れ、また、掘削刃6の上方には掘削刃6と同径の
スクリユー状の移動翼7および棒状の混練翼8が
相互に設けられ、隣接する混練翼8の先端は相互
に協働して原位置土と混合液とを混合して連続壁
のユニツトを形成するようになつている。そし
て、必要に応じ、連続壁にH形鋼やシートパイル
を立込んで土留め性や止水性を向上するようにし
ている。
A digging blade 6 is provided at the lower end of these rotary shafts 5, and a screw-shaped moving blade 7 and a rod-shaped kneading blade 8 having the same diameter as the digging blade 6 are provided above the digging blade 6, and adjacent The tips of the kneading blades 8 cooperate with each other to mix the in-situ soil and the mixed liquid to form a continuous wall unit. If necessary, H-beams or sheet piles are installed in the continuous walls to improve earth retention and water-stopping properties.

[考案が解決しようとする課題] 上記従来の多軸混練オーガ機においては、第5
図に示すように、掘削刃6の回転面A1ないしA3
は相互にオーバラツプされ、斜線で示す部分B
は、掘削されず残つていた。この部分Bは可及的
に小さいことが望ましく、従つて、回転軸5の軸
間距離は、一定限度以上に大きくすることができ
ず、そのため、掘削能力は上記限度に制約されて
いた。
[Problem to be solved by the invention] In the above conventional multi-shaft kneading auger machine, the fifth
As shown in the figure, the rotating surface A 1 to A 3 of the excavating blade 6
are overlapped with each other, and the shaded part B
remained unexcavated. It is desirable that this portion B be as small as possible. Therefore, the distance between the rotating shafts 5 cannot be increased beyond a certain limit, and therefore the excavation capacity is restricted to the above limit.

また、連続壁に鎖線で示すように、H形鋼H1
またはH2を立込んで補強する場合、図示のよう
に回転軸5の軸線に行う必要があり、その制約を
受けていた。
In addition, as shown by the chain line on the continuous wall, H-shaped steel H 1
Alternatively, when reinforcing H2 , it is necessary to do so on the axis of the rotating shaft 5 as shown in the figure, which is a constraint.

本考案は、掘削能力を向上するとともに、H形
鋼の立込み位置の制約のない多軸混練オーガ機を
提供することを目的としている。
The object of the present invention is to provide a multi-shaft kneading auger machine that has improved excavation capacity and is free from restrictions on the standing position of H-section steel.

[課題を解決するための手段] 本考案によれば、地中に連続壁を造成するに用
いる掘削刃を有する複数の回転軸を備えた多軸混
練オーガ機において、該回転軸の一部に掻き落と
し装置を設け、該掻き落とし装置は、前記回転軸
の一部に横設した支持部材と、該支持部材にロツ
ドによつて上下動自在に支持されて前記掘削刃回
転面の共通接線上に外側が略位置する平刃と、該
平刃を横に連結し両端部にローラを備えた連結部
材と、前記回転軸に設けられたデイスクの下側に
形成されて該ローラに係合して平刃を下動するカ
ムと、前記ロツドを上動させるように前記支持部
材に設けたリターンスプリングとから構成されて
いる。
[Means for Solving the Problems] According to the present invention, in a multi-shaft kneading auger machine equipped with a plurality of rotary shafts each having a digging blade used for creating a continuous wall underground, a portion of the rotary shaft is A scraping device is provided, and the scraping device includes a support member installed horizontally on a part of the rotating shaft, and is supported by the support member so as to be movable up and down by a rod, and is arranged on a common tangent to the rotating surface of the excavating blade. a flat blade whose outer side is substantially located at the outer side thereof, a connecting member which connects the flat blade horizontally and has rollers at both ends, and a connecting member formed on the lower side of the disk provided on the rotating shaft and which engages with the roller. It is comprised of a cam that moves the flat blade downward, and a return spring provided on the support member so as to move the rod upward.

[作用効果の説明] したがつて、回転軸の回転に伴い、デイスクの
下側に形成されたカムがローラに係合すると、ロ
ーラは下方に押圧されて連結部材を介して平刃を
下動させ、掘削刃で切削できなかつた共通接線の
部分を切削する。そしてローラがカムの凸部を通
過すると、リターンスプリングの作用によつてロ
ツドを介して平刃は上動する。そしてこの作業が
繰返される。
[Description of effects] Therefore, as the rotating shaft rotates, when the cam formed on the lower side of the disk engages with the roller, the roller is pressed downward and moves the flat blade downward via the connecting member. Then, cut the part of the common tangent line that could not be cut with the excavator blade. When the roller passes the convex portion of the cam, the flat blade moves upward via the rod due to the action of the return spring. This operation is then repeated.

それ故に平刃が硬い地盤や玉石等にぶつかつた
場合、従来技術によればオーガーの自重によつて
切削しなければならなかつたので、孔曲りが生じ
やすかつた。しかるに本考案では平刃が上下動す
るので、硬い地盤等でも切削でき、正しい垂直孔
を形成できる。
Therefore, when the flat blade collides with hard ground, cobblestones, etc., according to the prior art, the cutting had to be done by the auger's own weight, which easily caused the hole to bend. However, in the present invention, since the flat blade moves up and down, it is possible to cut even hard ground and form a correct vertical hole.

[実施例] 以下図面を参照して本考案の実施例を説明す
る。
[Examples] Examples of the present invention will be described below with reference to the drawings.

第1図および第2図において、回転軸5の掘削
刃6の上方付近(図示の例では下方の連結装置9
の直ぐ上)には、全体を符号10で示す掻き落と
し装置が設けられている。
1 and 2, the area above the excavation blade 6 of the rotating shaft 5 (in the illustrated example, the lower coupling device 9
(immediately above) is provided a scraping device, generally designated by the reference numeral 10.

その掻き落とし装置10を第3図および第4図
について説明する。掻き落とし装置10には、両
側の駆動軸5a,5cおよび中央の支持軸5bが
設けられ、それらの上下端部はそれぞれ図示しな
い継手を介して回転軸5A,5Cおよび5Bと、
掘削刃6,6および6の部分とに連結されてい
る。これら軸5aないし5cには、支持部材であ
る全体を符号11で示す支持ブラケツトが上下に
設けられている。この支持部材11は各軸5a,
5b,5cを回転自在に取付けてあるが、軸方向
には移動しないようになつている。この支持ブラ
ケツト11の両側の軸間中央の部分には4個のボ
ス部12が形成されている。これら上下のボス部
12,12にはロツド13が挿通され、そのロツ
ド13の下端には、掘削刃6の回転面A1ないし
A3の共通軸線C(第5図)に外側が位置する掻き
落とし用の平刃14が一体に形成されている。こ
れら平刃14,14は連結部材であるビーム15
で横に連結され、そのビーム15の駆動軸5a,
5cの軸線側方の部分には、それぞれローラ1
6,16が内方に突設されている。
The scraping device 10 will be explained with reference to FIGS. 3 and 4. The scraping device 10 is provided with drive shafts 5a, 5c on both sides and a support shaft 5b in the center, whose upper and lower ends are respectively connected to rotating shafts 5A, 5C, and 5B via joints (not shown).
It is connected to the excavating blades 6, 6 and the portion of 6. These shafts 5a to 5c are provided with support brackets, which are support members and are generally designated by the reference numeral 11, above and below. This support member 11 has each shaft 5a,
5b and 5c are rotatably mounted, but are not moved in the axial direction. Four boss portions 12 are formed in the center portion between the shafts on both sides of the support bracket 11. A rod 13 is inserted through these upper and lower boss portions 12, 12, and the lower end of the rod 13 is connected to the rotating surface A1 or the rotary surface A1 of the excavating blade 6.
A scraping flat blade 14 whose outer side is located on the common axis C (FIG. 5) of A 3 is integrally formed. These flat blades 14, 14 are connected to a beam 15 which is a connecting member.
and the drive shaft 5a of the beam 15,
5c, there are rollers 1 on each side of the axis.
6 and 16 are provided to protrude inward.

他方、駆動軸5a,5cのビーム15の上方に
は、それぞれデイスク17,17が突設され、そ
れらデイスク17には、ローラ16に係合するカ
ム18,18が対向して突設されている。なお、
図中の符号19はロツド13と上方の支持ブラケ
ツト11との間に介装されたリターンスプリング
である。
On the other hand, disks 17, 17 are protruded above the beams 15 of the drive shafts 5a, 5c, respectively, and cams 18, 18 that engage with the rollers 16 are protruded from the disks 17 to face each other. . In addition,
Reference numeral 19 in the figure is a return spring interposed between the rod 13 and the upper support bracket 11.

従つて、回転軸5A,5Cを介して駆動軸5
a,5cが回転すると、カム18〜18はローラ
16〜16とビーム15とを介して平刃14〜1
4を押し下げ、カム18〜18がローラ16〜1
6を外れると、リターンスプリング19〜19は
平刃14〜14を引き上げ、これにより平刃14
〜14は上下動して部分Bの地盤を掻き落とする
ようになつている。
Therefore, the drive shaft 5 is connected via the rotating shafts 5A and 5C.
When a and 5c rotate, the cams 18 to 18 rotate the flat blades 14 to 1 via the rollers 16 to 16 and the beam 15.
4 is pushed down, and the cams 18 to 18 move to the rollers 16 to 1.
6, the return springs 19 to 19 pull up the flat blades 14 to 14, thereby causing the flat blades 14 to
-14 are designed to move up and down to scrape off the ground in part B.

[考案の効果] 以上のように本考案によれば、回転軸の回転に
伴い、平刃を上下動させて掘削刃回転面とその回
転面との共通接線との間の部分を切削するので、
硬い岩盤や玉石等と平刃が接触しても、平刃の上
下動で掘削でき、従来のように孔曲りが生じな
い。
[Effects of the invention] As described above, according to the invention, the flat blade is moved up and down as the rotating shaft rotates to cut the portion between the excavating blade rotating surface and the common tangent to the rotating surface. ,
Even if the flat blade comes into contact with hard rocks or cobblestones, it can be excavated by the vertical movement of the flat blade, and the hole does not bend like in the conventional case.

それ故に地盤の状態と関係なく垂直な孔を掘る
ことができる。
Therefore, vertical holes can be dug regardless of ground conditions.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示す側面図、第2
図は回転軸の正面図、第3図は掻き落とし装置の
正面図、第4図は第3図の側面図、第5図は掘削
範囲を示す上面図である。 C……掘削刃回転面の共通接線、5A,5B,
5C……回転軸、5a,5c……駆動軸、5b…
…支持軸、6……掘削刃、11……支持ブラケツ
ト、13……ロツド、14……平刃、15……ビ
ーム、16……ローラ、17……デイスク、18
……カム。
Figure 1 is a side view showing one embodiment of the present invention;
FIG. 3 is a front view of the rotating shaft, FIG. 3 is a front view of the scraping device, FIG. 4 is a side view of FIG. 3, and FIG. 5 is a top view showing the excavation range. C... Common tangent of the drilling blade rotating surface, 5A, 5B,
5C... Rotating shaft, 5a, 5c... Drive shaft, 5b...
...Support shaft, 6...Drilling blade, 11...Support bracket, 13...Rod, 14...Flat blade, 15...Beam, 16...Roller, 17...Disk, 18
……cam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地中に連続壁を造成するに用いる掘削刃を有す
る複数の回転軸を備えた多軸混練オーガ機におい
て、該回転軸の一部に掻き落とし装置を設け、該
掻き落とし装置は、前記回転軸の一部に横設した
支持部材と、該支持部材にロツドによつて上下動
自在に支持されて前記掘削刃回転面の共通接線上
に外側が略位置する平刃と、該平刃を横に連結し
両端部にローラを備えた連結部材と、前記回転軸
に設けられたデイスクの下側に形成されて該ロー
ラに係合して平刃を下動するカムと、前記ロツド
を上動させるように前記支持部材に設けたリター
ンスプリングとから構成されていることを特徴と
する多軸混練オーガ機。
In a multi-shaft kneading auger machine equipped with a plurality of rotating shafts having excavation blades used to create a continuous wall underground, a scraping device is provided on a part of the rotating shaft, and the scraping device a support member installed horizontally on a part of the support member; a flat blade supported by the support member so as to be movable up and down by a rod, the outer side of which is approximately located on a common tangent to the rotating surface of the excavating blade; a connecting member that is connected to the rod and has rollers at both ends; a cam that is formed on the underside of the disk provided on the rotating shaft and engages with the roller to move the flat blade downward; and a cam that moves the rod upward. A multi-shaft kneading auger machine comprising a return spring provided on the support member so as to allow the multi-shaft kneading auger to move.
JP13866988U 1988-10-26 1988-10-26 Expired - Lifetime JPH0542151Y2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP13866988U JPH0542151Y2 (en) 1988-10-26 1988-10-26
US07/424,987 US5050320A (en) 1988-10-26 1989-10-23 Multi-shaft kneading auger system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13866988U JPH0542151Y2 (en) 1988-10-26 1988-10-26

Publications (2)

Publication Number Publication Date
JPH0262995U JPH0262995U (en) 1990-05-10
JPH0542151Y2 true JPH0542151Y2 (en) 1993-10-25

Family

ID=31401222

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13866988U Expired - Lifetime JPH0542151Y2 (en) 1988-10-26 1988-10-26

Country Status (1)

Country Link
JP (1) JPH0542151Y2 (en)

Also Published As

Publication number Publication date
JPH0262995U (en) 1990-05-10

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