JPH1136767A - Soil-improved post body preparation machine - Google Patents
Soil-improved post body preparation machineInfo
- Publication number
- JPH1136767A JPH1136767A JP20551697A JP20551697A JPH1136767A JP H1136767 A JPH1136767 A JP H1136767A JP 20551697 A JP20551697 A JP 20551697A JP 20551697 A JP20551697 A JP 20551697A JP H1136767 A JPH1136767 A JP H1136767A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- output shaft
- auger screw
- clutch device
- rotation
- 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.)
- Granted
Links
- 239000004576 sand Substances 0.000 description 16
- 239000000463 material Substances 0.000 description 9
- 238000009412 basement excavation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Earth Drilling (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本願発明は、地盤内に砂、石
灰等の地盤改良材による柱体を造成する地盤改良柱体造
成機に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement column forming machine for forming a column in a ground with a ground improvement material such as sand or lime.
【0002】[0002]
【従来の技術】一般に、地盤改良柱体の造成には、マス
トに昇降自在に支持されたモータおよび減速機を含む駆
動部に、上端部側壁に開口を有するケーシングおよび該
ケーシング内に挿通されたオーガスクリューをそれぞれ
接続した地盤改良柱体造成機を使用し、造成において
は、上記ケーシングとオーガスクリューを互に逆方向に
回転させて、ケーシングを地中に圧入しつつオーガスク
リューによりケーシング内を掘削し、掘削土砂は上方へ
排土していき、所定深さにケーシングを圧入したらケー
シングの回転を停止し、地盤改良材(例えば砂)を上記
開口からケーシング内に投入しつつオーガスクリューの
逆回転により上記砂をケーシング内に逆送充填する方法
が行われている。2. Description of the Related Art Generally, in order to construct a ground improvement column, a casing having an opening in a side wall at an upper end and a casing inserted into a casing including a motor and a reduction gear supported on a mast so as to be movable up and down. Using a ground improvement column building machine to which auger screws are connected respectively, in the formation, the casing and the auger screw are rotated in opposite directions, and the casing is excavated by the auger screw while the casing is pressed into the ground. Then, the excavated earth and sand is discharged upward, and when the casing is pressed into the predetermined depth, the rotation of the casing is stopped, and the ground improvement material (eg, sand) is introduced into the casing through the opening and the auger screw is rotated in the reverse direction. Thus, a method of back-filling the sand into the casing is performed.
【0003】この場合、上記ケーシングおよびオーガス
クリューの回転の態様が互に異るため、従来の地盤改良
柱体造成機においては、上記マストに互に独立した2つ
の駆動部を上下の配置でそれぞれ昇降自在に支持させ、
上部の駆動部にオーガスクリューを、下部の駆動部にケ
ーシングをそれぞれ接続した駆動構造が用いられてい
る。[0003] In this case, the rotation of the casing and the auger screw are different from each other. Therefore, in the conventional ground improvement column building machine, two driving units independent of each other are arranged in the mast in an up-down arrangement. Support it up and down freely,
A drive structure in which an auger screw is connected to an upper drive unit and a casing is connected to a lower drive unit is used.
【0004】しかし、上記のような独立の2つの駆動部
を備えた従来機では、駆動部が上下に長大となり、それ
に伴いマストを長くする必要がある等装置の大型化を招
く欠点があった。However, in the conventional machine having two independent driving units as described above, the driving units are vertically long, and accordingly, the mast needs to be lengthened. .
【0005】[0005]
【発明が解決しようとする課題およびその解決手段】本
願請求項1の発明は、1つの駆動部からケーシングおよ
びオーガスクリューにそれぞれ回転を伝達する駆動構造
を採ると共に、ケーシングを独立して回転、停止できる
ようにすることを課題とし、The invention of claim 1 of the present application employs a drive structure for transmitting rotation from one drive unit to a casing and an auger screw, and independently rotates and stops the casing. The challenge is to be able to
【0006】その課題解決の手段として、、本願請求項
1の発明は、マストに昇降自在かつ旋回不能に支持され
たホルダーに、1または1組のモータを有する1つの駆
動部を搭載し、上記モータから回転を伝達される内側出
力軸およびそれを囲む筒状の外側出力軸を下方へそれぞ
れ突出し、上端部側壁に開口を有するケーシングおよび
該ケーシング内に回転自在に挿通されたオーガスクリュ
ーのうち、一方のオーガスクリューの上端部を上記内側
出力軸に接続し、他方のケーシングの上端部を上記外側
出力軸にクラッチ装置を介して接離自在に接続した、地
盤改良柱体造成機を提案する。As a means for solving the problem, the invention of claim 1 of the present application mounts one drive unit having one or one set of motors on a holder supported on a mast so as to be able to move up and down and not to turn. Among the casing and the auger screw that are rotatably inserted into the casing and the casing that has an opening in the upper end side wall and protrudes the inner output shaft transmitted from the motor and the cylindrical outer output shaft that surrounds it downward, respectively. A ground improvement column forming machine is proposed in which an upper end of one auger screw is connected to the inner output shaft, and an upper end of the other casing is connected to the outer output shaft via a clutch device so as to be freely connected to and separated from the outer output shaft.
【0007】本願請求項3の発明は、上記ケーシングの
回転を停止し、地盤改良材をケーシング内に投入しつつ
オーガスクリューを回転させる場合等に、該ケーシング
の共回りを防止することを課題とし、その課題達成の手
段として、本願請求項3の発明は、上記ケーシング上端
部に共回り防止装置を設け、該共回り防止装置は、上記
ケーシングの上端部に回り止めストッパー部材を、上記
駆動部のホルダーに上記ストッパー部材と係止して該ス
トッパー部材の回転を阻止すべき係止部材をそれぞれ設
け、上記ストッパー部材と係止部材とが、上記クラッチ
装置の切離時に係止してケーシングを回転不能におき、
上記クラッチ装置の接続時に離脱してケーシングを回転
可能におく位置関係にあるものである、請求項2のクラ
ッチ装置を有する地盤改良柱体造成機を提案する。以下
図面を参照して本願発明の実施例を説明する。A third object of the present invention is to prevent the casing from rotating together when the auger screw is rotated while the rotation of the casing is stopped and the ground improvement material is charged into the casing. As means for achieving the object, the invention according to claim 3 of the present application provides a counter-rotation prevention device at the upper end of the casing, and the counter-rotation prevention device includes a detent stopper member at the upper end of the casing, Each of the holders is provided with a locking member to be locked with the stopper member to prevent rotation of the stopper member, and the stopper member and the locking member are locked when the clutch device is disengaged to form the casing. Put it in a rotation impossible,
A ground improvement column building machine having a clutch device according to claim 2, wherein the clutch device is detached when the clutch device is connected and the casing is rotatable. Hereinafter, embodiments of the present invention will be described with reference to the drawings.
【0008】[0008]
【実施例】図1、2において、ベースマシン(1)の前
部にマスト(2)を垂直に起立保持し、該マスト(2)
に敷設されたガイドレール(3)、(3)に、駆動部
(5)を搭載したホルダー(4)をスライド金具(6)
…を介して昇降自在かつ旋回不能に支持させると共に、
トップシーブ(7)から垂下されたワイヤ(8)により
昇降自在に吊支し、この駆動部(5)から内側出力軸
(9)およびそれを囲む円筒状外側出力軸(10)を下
方へ突出し、内側出力軸(9)に、下端に掘削ヘッド
(13)を有するオーガスクリュー(11)の上端を接
続すると共に、外側出力軸(10)に、上記オーガスク
リュー(11)に回転自在かつ摺動自在に被嵌された円
筒状ケーシング(12)の上端をクラッチ装置(14)
を介して接離自在に接続してある。1 and 2, a mast (2) is held upright at the front of a base machine (1).
A guide rail (3), which is laid on the (3), a holder (4) mounted with a drive unit (5) on a slide bracket (6)
… Through the…
It is suspended by a wire (8) suspended from a top sheave (7) so as to be able to move up and down, and an inner output shaft (9) and a cylindrical outer output shaft (10) surrounding the inner output shaft (9) protrude downward from the driving portion (5). The upper end of an auger screw (11) having a drilling head (13) at the lower end is connected to the inner output shaft (9), and the outer output shaft (10) is rotatable and slidable on the auger screw (11). The upper end of the freely fitted cylindrical casing (12) is connected to the clutch device (14).
Are connected so as to be able to freely contact and separate via.
【0009】上記駆動部(5)は、上記ホルダー(4)
上部の左右両側部に設置された一対のモータ(15)、
(15)およびその下にそれぞれ接続された減速機(1
6)、(16)からなり、それらの中間位置に内側出力
軸(9)を、その下位に外側出力軸(10)をそれぞれ
ベアリングを介して回転自在に支持し、これら出力軸へ
の回転伝達は、まず上記両減速機(16)、(16)の
減速回転が、両減速機の駆動軸にそれぞれ固着された歯
車(17)、(17)、それらとかみ合う上記内側出力
軸(9)に固着された歯車(18)を経て内側出力軸
(9)に伝達され、ついで上記内側出力軸(9)に固着
された歯車(19)からアイドル歯車(20)、(2
0)、上記外側出力軸(10)の上端部内周面に固定さ
れた内歯歯車(21)を経て外側出力軸(10)に伝達
される。The driving section (5) is provided with the holder (4).
A pair of motors (15) installed on both right and left sides of the upper part,
(15) and the reduction gears (1
6) and (16), wherein the inner output shaft (9) is rotatably supported at an intermediate position between the inner output shaft (9) and the lower output shaft (10) via bearings, and rotation is transmitted to these output shafts. First, the deceleration rotation of the two reduction gears (16) and (16) is applied to the gears (17) and (17) fixed to the drive shafts of the two reduction gears, respectively, and to the inner output shaft (9) engaged with them. It is transmitted to the inner output shaft (9) via the fixed gear (18), and then from the gear (19) fixed to the inner output shaft (9), the idle gears (20), (2)
0), and transmitted to the outer output shaft (10) via the internal gear (21) fixed to the inner peripheral surface at the upper end of the outer output shaft (10).
【0010】上記クラッチ装置(14)は次のようであ
る。図2、3において、上記駆動部ホルダー(4)の最
下部左右両側部に昇降用油圧シリンダ(22)、(2
2)の一端部を連結して垂下すると共に、両シリンダの
ピストンロッド(23)、(23)の下端に支持環(2
4)を吊支し、一方上記駆動部ホルダー(4)の最下部
背面に固定された補助板(25)を垂下し、該補助板
(25)に上下方向に平行に突設された横断面L字状の
レール(26)、(26)に、上記支持環(24)の背
面に突設された横断面L字状のスライド片(27)、
(27)を摺動自在に係合し、それにより支持環(2
4)を昇降行程中旋回不能に支持し、この支持環(2
4)に回転筒(28)をベアリング(29)(図2
(イ)参照)を介して回転自在に支持し、該回転筒(2
8)の下端に、排土兼地盤改良材投入用開口(31)、
(31)を有する補助筒(30)を、その下端にケーシ
ング(12)を順次同心的に接続してある。(32)、
(32)は上記補助板(25)の下部に固定されたスラ
イド金具で、上記マストのガイドレール(3)、(3)
に係合している。The clutch device (14) is as follows. 2 and 3, hydraulic cylinders (22), (2) for lifting and lowering are provided on the lower left and right sides of the drive unit holder (4).
2) is connected and suspended, and the support rings (2) are attached to the lower ends of the piston rods (23) and (23) of both cylinders.
4), while suspending an auxiliary plate (25) fixed to the lowermost rear surface of the drive unit holder (4), and suspending the auxiliary plate (25) in a vertical cross-section. A slide piece (27) having an L-shaped cross section protruding from the back surface of the support ring (24) on L-shaped rails (26) and (26);
(27) is slidably engaged with the support ring (2).
4) is supported so that it cannot turn during the up-and-down stroke.
4) A rotary cylinder (28) is mounted on a bearing (29) (FIG. 2).
(See (a)) and rotatably supported through the rotary cylinder (2).
8) At the lower end of the opening, an opening (31) for discharging and soil improvement material,
An auxiliary cylinder (30) having (31), a casing (12) is sequentially and concentrically connected to the lower end thereof. (32),
(32) is a slide bracket fixed to the lower part of the auxiliary plate (25), and the guide rails (3), (3) of the mast.
Is engaged.
【0011】上記外側出力軸(10)の下端には、内周
面に本例では8本のスプライン溝を有する円筒状メスス
プライン軸(33)を同心的に接続し、他方の上記回転
筒(28)の上端に、外周面に本例では4本のスプライ
ン突条を有する円筒状オススプライン軸(34)を同心
的に接続し、上記油圧シリンダ(22)、(22)の縮
小駆動により支持環(24)、ケーシング(12)を上
昇させたときは、上記オススプライン軸(34)がメス
スプライン軸(33)内に挿入されて図2(ロ)に示す
ようにスプライン突条がスプライン溝と係合してケーシ
ング(12)を外側出力軸(10)に回転伝達可能に接
続し、また上記油圧シリンダ(22)、(22)の伸長
駆動により支持環(24)、ケーシング(12)を降下
させたときは、上記スプライン突条がスプライン溝との
係合から離脱してケーシング(12)を外側出力軸(1
0)から切離する。At the lower end of the outer output shaft (10), a cylindrical female spline shaft (33) having eight spline grooves on its inner peripheral surface is connected concentrically to the lower end of the outer output shaft (10). At the upper end of 28), a cylindrical male spline shaft (34) having four spline ridges on the outer peripheral surface is concentrically connected to the upper end of the hydraulic cylinders (22) and (22) and supported by reduction driving. When the ring (24) and the casing (12) are raised, the male spline shaft (34) is inserted into the female spline shaft (33), and the spline ridges are splined as shown in FIG. And the casing (12) is connected to the outer output shaft (10) so as to be able to transmit rotation, and the support ring (24) and the casing (12) are driven by extension driving of the hydraulic cylinders (22) and (22). When you drop it, Spline ridges is disengaged from engagement with the spline grooves outer output shaft casing (12) (1
Disconnect from 0).
【0012】上記ケーシング(12)を外側出力軸(1
0)から切離した状態でオーガスクリュー(11)を回
転させた場合におけるケーシング(12)の共回りを防
止する手段として、上記回転筒(28)の上部に、図
2、3のように4枚の板状ストッパー(35)…を、板
面を垂直に向けて互に90度間隔で上記支持環(24)
よりも若干外方へ突出させた放射状態に固定し、一方上
記補助板(25)の前面に、上記ストッパー(35)と
係止すべき係止溝部(36)を突設し、その場合、上記
オススプライン軸(34)を図2のクラッチ接続状態か
ら降下させたとき、そのスプライン突条がスプライン溝
から離脱する前に上記ストッパー(35)が係止溝部
(36)に係合し、上記オススプライン軸(34)を図
3のクラッチ切離状態から上昇させたとき、スプライン
突条がスプライン溝に十分係合した後に上記ストッパー
(35)が係止溝部(36)から離脱する位置関係にあ
る。The casing (12) is connected to the outer output shaft (1).
As means for preventing co-rotation of the casing (12) when the auger screw (11) is rotated in a state where the auger screw (11) is separated from the rotary cylinder (0), four pieces as shown in FIGS. The plate-like stoppers (35) are arranged at 90 ° intervals from each other with the plate surfaces oriented vertically.
The auxiliary plate (25) is fixed in a radiating state slightly outwardly, and a locking groove (36) to be locked with the stopper (35) is provided on the front surface of the auxiliary plate (25). When the male spline shaft (34) is lowered from the clutch connection state shown in FIG. 2, the stopper (35) engages with the locking groove (36) before the spline ridge separates from the spline groove. When the male spline shaft (34) is raised from the clutch disengaged state in FIG. 3, the stopper (35) is disengaged from the locking groove (36) after the spline ridge is sufficiently engaged with the spline groove. is there.
【0013】なお、上記ケーシング(12)を上昇さ
せ、クラッチ装置(14)を接続状態においたときは、
図1に示すようにオーガスクリュー(11)の掘削ヘッ
ド(13)がケーシング(12)の下端から下方へ突出
してケーシング(12)に対する先掘り掘削を可能に
し、また上記ケーシング(12)を降下させ、クラッチ
装置(14)を切離状態においたときは、上記掘削ヘッ
ド(13)がケーシング(12)内にほぼ後退すること
となる。When the casing (12) is raised and the clutch device (14) is in the connected state,
As shown in FIG. 1, the excavating head (13) of the auger screw (11) projects downward from the lower end of the casing (12) to enable pre-excavation on the casing (12), and lowers the casing (12). When the clutch device (14) is in the disengaged state, the excavating head (13) is almost retracted into the casing (12).
【0014】上例の作用を使用例とともに次に説明す
る。クラッチ装置(14)を接続においた図1、2の状
態で、モータ(15)、(15)を始動してオーガスク
リュー(11)を右回転、ケーシング(12)を左回転
させて地中への掘削を開始すると、図4(イ)のように
掘削ヘッド(13)によりケーシング(12)下端の下
方を先掘り掘削しつつ掘削土砂をケーシング(12)内
で上方へ搬送し、上端部の開口(31)、(31)から
ケーシング外へ排出する。ケーシング(12)は上記の
先掘り孔内に容易に掘進していく。The operation of the above example will be described next together with a usage example. 1 and 2 with the clutch device (14) connected, the motors (15) and (15) are started to rotate the auger screw (11) clockwise and the casing (12) counterclockwise to go underground. When excavation starts, as shown in FIG. 4A, the excavation head (13) conveys the excavated earth and sand upward in the casing (12) while excavating below the lower end of the casing (12). It discharges out of a casing from opening (31), (31). The casing (12) easily excavates into the above-mentioned excavation hole.
【0015】所定深さに掘進したらオーガスクリュー
(11)およびケーシング(12)の各回転を停止し、
ついで昇降用油圧シリンダ(22)、(22)の伸長駆
動によりクラッチ装置(14)を切離すると共に、ケー
シング(12)を押し下げ、それにより同図(ロ)のよ
うに孔の底部までもケーシング(12)で十分に囲むこ
ととなる。After excavating to a predetermined depth, each rotation of the auger screw (11) and the casing (12) is stopped,
Then, the clutch device (14) is disengaged by the extension driving of the lifting hydraulic cylinders (22), (22), and the casing (12) is pushed down, whereby the casing extends to the bottom of the hole as shown in FIG. (12) will be sufficient.
【0016】次に、地盤改良材供給ホース(H)の開口
先端部を同図(ハ)のようにケーシングの開口(31)
内にのぞませ、該ホース(H)から本例では砂をケーシ
ング(12)内に供給すると共に、オーガスクリュー
(11)を逆回転させ、それにより供給された砂をケー
シング(12)内で下方へ逆送し、ケーシング内底部に
充填していく。Next, the leading end of the opening of the ground improvement material supply hose (H) is connected to the opening (31) of the casing as shown in FIG.
In this example, sand is supplied into the casing (12) from the hose (H), and the auger screw (11) is rotated in the reverse direction so that the supplied sand is supplied into the casing (12). It is fed backward and filled into the bottom of the casing.
【0017】ついで、砂の供給およびオーガスクリュー
(11)の逆回転を継続しつつ、図5(ニ)のようにワ
イヤ(8)の巻取りによりオーガスクリュー(11)お
よびケーシング(12)を徐々に地上に引抜いていく。
上記図5(ハ)、(ニ)の行程におけるケーシング(1
2)内への砂の供給において、ケーシング(12)が停
止しているので、ホース(H)を供給位置に保持し、確
実に供給することができる。かくして同図(ホ)のよう
に孔内に砂が充填された砂杭(P)がえられる。Then, while continuing the supply of sand and the reverse rotation of the auger screw (11), the auger screw (11) and the casing (12) are gradually wound by winding the wire (8) as shown in FIG. To the ground.
The casing (1) in the process of FIGS. 5 (c) and (d)
2) Since the casing (12) is stopped during the supply of the sand into the inside, the hose (H) can be held at the supply position and supplied reliably. Thus, a sand pile (P) in which the hole is filled with sand is obtained as shown in FIG.
【0018】上記図4(ハ)および図5(ニ)のオーガ
スクリュー(11)の逆回転において、ケーシング(1
2)が内部の砂を回転伝達媒体としてオーガスクリュー
(11)とともに共回りする場合があるが、上記クラッ
チ切離のためケーシング(12)を降下したときストッ
パー(35)が係止溝部(36)に係止してケーシング
(12)を回転不能におき、それにより開口(31)か
らの砂供給作業が支障なく継続できる。In the reverse rotation of the auger screw (11) shown in FIGS. 4 (c) and 5 (d), the casing (1)
2) may rotate together with the auger screw (11) using the internal sand as a rotation transmission medium. When the casing (12) is lowered for the clutch disengagement, the stopper (35) is engaged with the locking groove (36). To prevent the casing (12) from rotating, so that the sand supply operation from the opening (31) can be continued without any trouble.
【0019】[0019]
【発明の効果】本願請求項1の発明によれば、1の駆動
部からオーガスクリューおよびケーシングにそれぞれ回
転を伝達する駆動構造を備えるが、クラッチ装置の接離
によりケーシングをオーガスクリューと独立に回転、停
止させることが可能となり、それによりケーシングをオ
ーガスクリューとともに回転させる掘削や、オーガスク
リューを回転させるがケーシングを停止させる地盤改良
材供給等の種々の作業を有効に行うことができるのであ
る。According to the first aspect of the present invention, there is provided a drive structure for transmitting rotation from one drive unit to the auger screw and the casing, respectively, and the casing is rotated independently of the auger screw by the contact and separation of the clutch device. Thus, various operations such as excavation for rotating the casing together with the auger screw and supply of a ground improvement material for rotating the auger screw but stopping the casing can be effectively performed.
【0020】本願請求項3の発明によれば、地盤改良材
をケーシング内に供給しつつオーガスクリューを逆回転
させる作業等において、共回り防止装置によりケーシン
グがオーガスクリューと共回りするのを防止し、それに
より地盤改良材をケーシング内に供給する作業を支障な
く継続することができるのである。According to the invention of claim 3 of the present application, in the operation of rotating the auger screw in the reverse direction while supplying the ground improvement material into the casing, the co-rotation preventing device prevents the casing from rotating together with the auger screw. Thus, the operation of supplying the ground improvement material into the casing can be continued without any trouble.
【図1】地盤改良柱体造成機の一部省略側面図である。FIG. 1 is a partially omitted side view of a ground improvement column forming machine.
【図2】(イ)駆動部およびクラッチ装置部分の拡大一
部縦断正面図である。 (ロ)(イ)図のA−A線断面図である。FIG. 2 (a) is an enlarged partial longitudinal front view of a drive unit and a clutch device. (B) It is sectional drawing on the AA line of (a) figure.
【図3】(イ)駆動部およびクラッチ装置部分の側面図
である。 (ロ)(イ)図のB−B線断面図である。FIG. 3A is a side view of a drive unit and a clutch device. It is a BB sectional drawing of (b) and (a) figure.
【図4】(イ)砂杭造成における掘削工程の略線断面図
である。 (ロ)同上掘削完了状態の略線断面図である。 (ハ)同上砂供給工程の略線断面図である。FIG. 4 is a schematic cross-sectional view of an excavation step in (a) sand pile formation. (B) It is an approximate line sectional view of the above-mentioned excavation completion state. (C) It is an approximate line sectional view of a sand supply process same as the above.
【図5】(ニ)同上オーガスクリューおよびケーシング
の引抜き工程の略線断面図である。 (ホ)同上砂杭完成状態の略線断面図である。FIG. 5 is a schematic cross-sectional view of a step of drawing out the auger screw and the casing in the same. (E) It is an approximate line sectional view of the above-mentioned sand pile completion state.
2 マスト 4 ホルダー 9 内側出力軸 10 外側出力軸 11 オーガスクリュー 12 ケーシング 14 クラッチ装置 15 モータ 22 昇降用油圧シリンダ 31 排土兼地盤改良材投入用開口 35 ストッパー 36 係止溝部 2 Mast 4 Holder 9 Inner output shaft 10 Outer output shaft 11 Auger screw 12 Casing 14 Clutch device 15 Motor 22 Hydraulic cylinder for lifting / lowering 31 Opening for discharging and ground improvement material 35 Stopper 36 Locking groove
Claims (3)
れたホルダーに、1または1組のモータを有する1つの
駆動部を搭載し、上記モータから回転を伝達される内側
出力軸およびそれを囲む筒状の外側出力軸を下方へそれ
ぞれ突出し、上端部側壁に開口を有するケーシングおよ
び該ケーシング内に回転自在に挿通されたオーガスクリ
ューのうち、一方のオーガスクリューの上端部を上記内
側出力軸に接続し、他方のケーシングの上端部を上記外
側出力軸にクラッチ装置を介して接離自在に接続した、
地盤改良柱体造成機。1. A drive unit having one or a set of motors is mounted on a holder supported on a mast so as to be able to move up and down and not to rotate, and an inner output shaft to which rotation is transmitted from the motor and surrounding the inner output shaft. The upper end of one auger screw of the casing having an opening in the upper end side wall and the auger screw rotatably inserted into the casing is connected to the inner output shaft. Then, the upper end of the other casing is connected to the outer output shaft via a clutch device so as to be freely contactable and detachable,
Ground improvement column building machine.
の筒状体に形成し、 上記両筒状体の嵌脱面の一方に、軸方向へ延長する1ま
たは複数本のキーを、他方にそれと係脱自在の1または
複数本のキー溝をそれぞれ設け、 上記ケーシングと外側出力軸を嵌脱すべく該ケーシング
および外側出力軸を相対的に軸方向に移動させる駆動手
段を備えたものである、請求項1に記載の地盤改良柱体
造成機。2. The clutch device according to claim 1, wherein the upper end portion of the casing and the outer output shaft are formed in a cylindrical body that is removably fitted to each other, and extends in one of the fitting surfaces of the two cylindrical bodies in the axial direction. One or more keys are provided on the other side, and one or more key grooves are provided on the other side so as to be detachable therefrom, and the casing and the outer output shaft are relatively axially moved to fit and disengage the casing and the outer output shaft. The ground improvement column building machine according to claim 1, further comprising a driving means for causing the ground to be improved.
を設け、該共回り防止装置は、 上記ケーシングの上端部に回り止めストッパー部材を、
上記駆動部のホルダーに上記ストッパー部材と係止して
該ストッパー部材の回転を阻止すべき係止部材をそれぞ
れ設け、 上記ストッパー部材と係止部材とが、上記クラッチ装置
の切離時に係止してケーシングを回転不能におき、上記
クラッチ装置の接続時に離脱してケーシングを回転可能
におく位置関係にあるものである、請求項2に記載の地
盤改良柱体造成機。3. An anti-rotation device is provided at an upper end of the casing, and the anti-rotation device includes a detent stopper member at an upper end of the casing.
The holder of the drive unit is provided with a locking member that locks with the stopper member to prevent rotation of the stopper member, and the stopper member and the locking member lock when the clutch device is disengaged. The ground improvement column building machine according to claim 2, wherein the casing is in a state where the casing is unrotatable and the casing is rotatable by disconnecting when the clutch device is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20551697A JP3837714B2 (en) | 1997-07-16 | 1997-07-16 | Ground improvement column body making machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20551697A JP3837714B2 (en) | 1997-07-16 | 1997-07-16 | Ground improvement column body making machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1136767A true JPH1136767A (en) | 1999-02-09 |
| JP3837714B2 JP3837714B2 (en) | 2006-10-25 |
Family
ID=16508175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20551697A Expired - Fee Related JP3837714B2 (en) | 1997-07-16 | 1997-07-16 | Ground improvement column body making machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3837714B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007052857A1 (en) * | 2005-11-03 | 2007-05-10 | Kyung In Co., Ltd. | Auger boring machine having vibrator and boring method using the same |
| WO2010029871A1 (en) * | 2008-09-09 | 2010-03-18 | 国立大学法人三重大学 | Attachment for forming crushed stone pile and crushed stone pile forming device having same |
| US20120163921A1 (en) * | 2010-12-23 | 2012-06-28 | Soilmec S.P.A. | Ground drilling method and apparatus |
| AU2013357099B2 (en) * | 2012-12-11 | 2017-05-04 | Soletanche Freyssinet | Mixing tool for treating a portion of soil |
-
1997
- 1997-07-16 JP JP20551697A patent/JP3837714B2/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007052857A1 (en) * | 2005-11-03 | 2007-05-10 | Kyung In Co., Ltd. | Auger boring machine having vibrator and boring method using the same |
| WO2010029871A1 (en) * | 2008-09-09 | 2010-03-18 | 国立大学法人三重大学 | Attachment for forming crushed stone pile and crushed stone pile forming device having same |
| JP2010248885A (en) * | 2008-09-09 | 2010-11-04 | Mie Univ | Attachment for forming crushed stone pile and crushed stone pile forming apparatus provided with the attachment |
| US20120163921A1 (en) * | 2010-12-23 | 2012-06-28 | Soilmec S.P.A. | Ground drilling method and apparatus |
| US8821072B2 (en) * | 2010-12-23 | 2014-09-02 | Soilmec S.P.A. | Ground drilling method and apparatus |
| AU2013357099B2 (en) * | 2012-12-11 | 2017-05-04 | Soletanche Freyssinet | Mixing tool for treating a portion of soil |
| US9895729B2 (en) * | 2012-12-11 | 2018-02-20 | Soletanche Freyssinet | Mixing tool for treating a portion of soil |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3837714B2 (en) | 2006-10-25 |
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