JPH1161800A - Preventive device against rotating together for stabilizing method of ground - Google Patents
Preventive device against rotating together for stabilizing method of groundInfo
- Publication number
- JPH1161800A JPH1161800A JP21455697A JP21455697A JPH1161800A JP H1161800 A JPH1161800 A JP H1161800A JP 21455697 A JP21455697 A JP 21455697A JP 21455697 A JP21455697 A JP 21455697A JP H1161800 A JPH1161800 A JP H1161800A
- Authority
- JP
- Japan
- Prior art keywords
- blades
- boss
- excavating
- preventive
- wing
- 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
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は掘削土と固化材を
攪拌,混合する地盤改良工法で使用され、掘削ロッドの
外周に装着される共回り防止装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a co-rotation prevention device which is used in a ground improvement method for stirring and mixing excavated soil and a solidified material, and which is mounted on the outer periphery of a drilling rod.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】掘削ロ
ッド先端の掘削翼が掘削した掘削土と掘削土中に供給さ
れる固化材を攪拌,混合して固結体を構築する地盤改良
工法では、掘削ロッドの外周に突設される攪拌翼による
攪拌,混合時に掘削土が攪拌翼の回りに付着し、攪拌翼
と共に回転することにより土塊が生ずる可能性があり、
土塊が発生すれば、完成する固結体が軸方向に不均質に
なるため、固結体の圧縮強度の低下を招く。2. Description of the Related Art In a ground improvement method for constructing a consolidated body by stirring and mixing excavated soil excavated by an excavation wing at the tip of an excavation rod and a solidified material supplied into the excavated soil, a solidified body is constructed. The excavated soil adheres around the stirring blade at the time of stirring and mixing by the stirring blade protruding from the outer periphery of the drilling rod, and there is a possibility that the earth mass is generated by rotating with the stirring blade.
If the earth mass is generated, the completed compact becomes inhomogeneous in the axial direction, which causes a decrease in the compressive strength of the compact.
【0003】この問題に対し、出願人は掘削ロッドの外
周に、掘削径より長い共回り防止翼を掘削ロッドの回転
から絶縁された状態で装着することで、掘削土が攪拌翼
に付着して回転することを防止する装置を提案している
(特公昭58-29374号)。[0003] In order to solve this problem, the applicant attaches a co-rotation prevention wing longer than the digging diameter to the outer periphery of the digging rod while being insulated from the rotation of the digging rod. A device to prevent rotation has been proposed (Japanese Patent Publication No. 58-29374).
【0004】この共回り防止翼は先端部が掘削地盤の回
りの地盤中に差し込まれることで、掘削ロッドの回転時
にも静止状態を維持するが、掘削ロッドの掘進と共に地
盤中に落とし込まれるため、掘削地盤の回りに硬質地盤
が存在する場合にその抵抗により施工能率が低下する、
あるいは掘進が不可能になる等の問題に直面する。[0004] When the tip of the co-rotation prevention wing is inserted into the ground around the excavation ground, the wing remains in a stationary state even when the excavation rod rotates, but is dropped into the ground with the excavation of the excavation rod. If there is a hard ground around the excavated ground, the resistance will reduce the construction efficiency,
Or they face problems such as being unable to excavate.
【0005】この発明は上記問題を解決する共回り防止
装置を提案するものである。The present invention proposes a co-rotation prevention device that solves the above-mentioned problem.
【0006】[0006]
【課題を解決するための手段】本発明では掘削ロッドの
外周に、掘削ロッドに対して回転自在に装着されるボス
に共回り防止翼を水平軸回りに回転自在に連結すると共
に、ボスと共回り防止翼間に、共回り防止翼がボスに対
して傾斜したときに原位置に復帰する向きに共回り防止
翼を付勢する付勢部材を設置することにより、硬質地盤
の存在による施工能率の低下や、掘進が不可能になる事
態を防止する。According to the present invention, a co-rotation prevention wing is rotatably connected to a boss rotatably mounted on the drill rod on the outer circumference of the drill rod around a horizontal axis. By installing an urging member between the anti-rotation wings to urge the anti-rotation wings to return to the original position when the anti-rotation wings are inclined with respect to the boss, construction efficiency due to the presence of hard ground To prevent the situation where the digging is impossible.
【0007】共回り防止翼はボスの外周から張り出し、
掘削ロッドの軸から先端までの距離が掘削ロッドの先端
の掘削翼の回転半径より大きい。The anti-corotating wings protrude from the outer periphery of the boss,
The distance from the axis of the drill rod to the tip is greater than the radius of gyration of the drill wing at the tip of the drill rod.
【0008】共回り防止翼の先端部は掘削ロッドの降下
開始時から掘削地盤の回りの地盤中に落とし込まれ、硬
質地盤との接触時にはボスに対して傾斜することで衝突
を回避し、掘削ロッドの掘進を継続させる。硬質地盤を
越えれば、共回り防止翼は付勢部材によって原位置に復
帰し、先端部が掘削地盤の回りの地盤中に差し込まれた
状態を維持する。[0008] The tip of the co-rotation prevention wing is dropped into the ground around the excavation ground from the start of the descent of the excavation rod, and at the time of contact with the hard ground, it is inclined with respect to the boss to avoid collision, thereby excavating. Continue excavating the rod. Once over the hard ground, the anti-corotating wing is returned to its original position by the biasing member, and the tip is kept inserted in the ground around the excavated ground.
【0009】[0009]
【発明の実施の形態】この発明の共回り防止装置は図1
に示すように掘削ロッド1に、それに対して回転自在に
装着されるボス2と、ボス2の外周から張り出し、ボス
2に対して水平軸62回りに回転自在にボス2に連結され
る共回り防止翼3と、ボス2と共回り防止翼3間に設置
され、共回り防止翼3がボス2に対して傾斜したときに
共回り防止翼2を原位置に復帰させる付勢部材4から構
成される。図1中、7は攪拌翼を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG.
And a boss 2 rotatably mounted on the excavating rod 1 as shown in FIG. 1 and a co-rotating boss 2 projecting from the outer periphery of the boss 2 and rotatably connected to the boss 2 around a horizontal axis 62. The anti-rotation wing 3 is provided between the boss 2 and the anti-rotation wing 3, and the biasing member 4 is configured to return the anti-rotation wing 2 to the original position when the anti-rotation wing 3 is inclined with respect to the boss 2. Is done. In FIG. 1, reference numeral 7 denotes a stirring blade.
【0010】共回り防止翼3がボス2に対して傾斜しな
い状態、すなわち図1に実線で示す水平な状態では、掘
削ロッド1の軸から共回り防止翼3の先端までの距離が
掘削ロッド1の先端に接続,あるいは突設される掘削翼
5の回転半径より大きい。In a state where the anti-corotating wing 3 is not inclined with respect to the boss 2, that is, in a horizontal state indicated by a solid line in FIG. 1, the distance from the axis of the excavating rod 1 to the tip of the anti-corotating wing 3 is reduced. It is larger than the radius of gyration of the excavating wing 5 connected to or protruding from the tip of the excavator.
【0011】共回り防止翼3はボス2の外周に並列して
突設されるブラケット6,6に水平軸62により軸支さ
れ、ブラケット6に対する傾斜の角度は例えば図1,図
6に示すように共回り防止翼3の幅方向両側から突出す
るピン31,31がブラケット6,6に形成された円弧状の
案内溝61,61内を移動することで制限される。The anti-corotation wing 3 is supported by brackets 6 and 6 projecting in parallel from the outer periphery of the boss 2 by a horizontal shaft 62. The angle of inclination with respect to the bracket 6 is, for example, as shown in FIGS. The pins 31, 31 projecting from both sides in the width direction of the co-rotation prevention blade 3 are restricted by moving in the arc-shaped guide grooves 61, 61 formed in the brackets 6, 6.
【0012】また共回り防止翼3の、ブラケット6に対
する幅方向の振れは共回り防止翼3の幅方向両側とブラ
ケット6のいずれか一方に、両者間の間隔を保持するス
ペーサ32を介在させることにより防止される。図3では
共回り防止翼3のピン31の、共回り防止翼3とブラケッ
ト6間に位置する部分にピン31と同一軸のスペーサ32を
形成している。The deflection of the anti-corotating wing 3 in the width direction with respect to the bracket 6 is achieved by interposing a spacer 32 for keeping a space between the both sides of the anti-corotating wing 3 in the width direction or the bracket 6. Is prevented by In FIG. 3, a spacer 32 having the same axis as the pin 31 is formed in a portion of the pin 31 of the co-rotation prevention blade 3 located between the co-rotation prevention blade 3 and the bracket 6.
【0013】図2は共回り防止翼3の先端部を、円形の
一部を切り落とした形にした場合を示す。図示する形の
場合、共回り防止翼3の全長が破線で示す円弧状の場合
と同一でありながらも、共回り防止翼3が水平な状態か
ら先端部が孔壁に接触するまでの傾斜角度を円弧状の場
合より小さくできる。FIG. 2 shows a case where the tip of the co-rotation prevention blade 3 is formed by cutting off a part of a circle. In the case of the illustrated form, the inclination angle from the horizontal state of the co-rotation prevention wing 3 to the contact of the tip with the hole wall, while the total length of the co-rotation prevention wing 3 is the same as the case of the arc shape shown by the broken line. Can be made smaller than in the case of an arc shape.
【0014】図3は付勢部材4が、共回り防止翼3を軸
支する水平軸62の回りに配置されるコイルスプリングで
ある場合の例を示す。付勢部材4は一端が共回り防止翼
3に係止し、他端がブラケット6に係止する。図4はコ
イルスプリングの軸を水平軸62を中心とする円弧の接線
の方向に向けて配置し、両端を共回り防止翼3とブラケ
ット6に係止させた場合を示す。FIG. 3 shows an example in which the biasing member 4 is a coil spring disposed around a horizontal shaft 62 that supports the co-rotation prevention blade 3. One end of the urging member 4 is engaged with the co-rotation prevention wing 3, and the other end is engaged with the bracket 6. FIG. 4 shows a case in which the axis of the coil spring is arranged in the direction of the tangent of an arc centered on the horizontal axis 62, and both ends are engaged with the co-rotation prevention blade 3 and the bracket 6.
【0015】図5,図6は付勢部材4が板バネである場
合の例を示す。ここでは、付勢部材4を共回り防止翼3
が水平なときの上端面と下端面に接触した状態でブラケ
ット6,6に固定している。板バネを使用する場合は、
水平軸62の、共回り防止翼3とブラケット6,6間の部
分を角形にし、その上下の面に板バネを接触させること
もできる。FIGS. 5 and 6 show an example in which the urging member 4 is a leaf spring. Here, the urging member 4 is connected to the co-rotation preventing wing 3.
Are fixed to the brackets 6 and 6 in a state of contacting the upper end surface and the lower end surface when they are horizontal. When using a leaf spring,
A portion of the horizontal shaft 62 between the anti-corotating wing 3 and the brackets 6, 6 may be formed in a rectangular shape, and leaf springs may be brought into contact with upper and lower surfaces thereof.
【0016】いずれの場合も、付勢部材4は共回り防止
翼3が図1に鎖線で示すように掘削ロッド1の降下時、
あるいは上昇時に硬質地盤に接触してボス2に対して傾
斜したときに実線で示す水平な状態に復元させる。In any case, the urging member 4 is used when the co-rotation prevention wing 3 is lowered as shown by a chain line in FIG.
Alternatively, when it comes into contact with the hard ground when ascending and inclines with respect to the boss 2, the horizontal state shown by the solid line is restored.
【0017】[0017]
【発明の効果】掘削ロッドの外周に、掘削ロッドに対し
て回転自在に装着されるボスに共回り防止翼を水平軸回
りに回転自在に連結すると共に、ボスと共回り防止翼間
に、共回り防止翼がボスに対して傾斜したときに共回り
防止翼を原位置に復帰させる付勢部材を設置するため、
硬質地盤の存在による施工能率の低下や、掘進が不可能
になる事態を防止できる。According to the present invention, a co-rotation prevention wing is rotatably connected to a boss rotatably mounted on the digging rod on the outer periphery of the digging rod, and is rotatably connected around a horizontal axis. In order to install an urging member to return the anti-rotation wing to its original position when the rotation prevention wing is inclined with respect to the boss,
It is possible to prevent a reduction in construction efficiency due to the presence of the hard ground and a situation in which excavation becomes impossible.
【図1】掘削ロッドと共回り防止装置の関係を示した立
面図である。FIG. 1 is an elevation view showing the relationship between a drilling rod and a co-rotation prevention device.
【図2】共回り防止翼の先端部を多角形状にした場合を
示した縦断面図である。FIG. 2 is a longitudinal sectional view showing a case where the tip of the co-rotation prevention wing is formed in a polygonal shape.
【図3】付勢部材がコイルスプリングの場合の図1の横
断面図である。FIG. 3 is a cross-sectional view of FIG. 1 when the biasing member is a coil spring.
【図4】他のコイルスプリングを使用した場合を示した
縦断面図である。FIG. 4 is a longitudinal sectional view showing a case where another coil spring is used.
【図5】付勢部材が板バネの場合を示した図1の一部の
横断面図である。FIG. 5 is a partial cross-sectional view of FIG. 1 showing a case where the urging member is a leaf spring.
【図6】図5の縦断面図である。FIG. 6 is a longitudinal sectional view of FIG.
1……掘削ロッド、2……ボス、3……共回り防止翼、
31……ピン、32……スペーサ、4……付勢部材、5……
掘削翼、6……ブラケット、61……案内溝、62……水平
軸、7……攪拌翼。1 ... drilling rod, 2 ... boss, 3 ... anti-rotation wing,
31 ... pin, 32 ... spacer, 4 ... biasing member, 5 ...
Drilling wings, 6 brackets, 61 guide grooves, 62 horizontal shafts, 7 stirring blades.
Claims (1)
に、掘削ロッドの回転から絶縁された状態で装着され、
掘削ロッドの先端の掘削翼が掘削した掘削土が前記攪拌
翼と共に回転することを防止する装置であり、掘削ロッ
ドの外周に、掘削ロッドに対して回転自在に装着される
ボスと、ボスの外周から張り出し、ボスに対して水平軸
回りに回転自在にボスに連結され、掘削ロッドの軸から
先端までの距離が前記掘削翼の回転半径より大きい共回
り防止翼と、ボスと共回り防止翼間に設置され、共回り
防止翼がボスに対して傾斜したときに原位置に復帰する
向きに共回り防止翼を付勢する付勢部材から構成される
地盤改良工法用共回り防止装置。1. A stirrer is mounted on the outer periphery of a protruding drilling rod in a state insulated from rotation of the drilling rod,
A device for preventing the excavated soil excavated by the excavation blade at the tip of the excavation rod from rotating together with the agitating blade. A boss rotatably mounted on the outer periphery of the excavation rod with respect to the excavation rod, and an outer periphery of the boss. Between the boss and the boss and the boss and the co-rotation prevention wing, wherein the distance from the axis of the excavation rod to the tip is larger than the radius of rotation of the digging wing, And a biasing member for biasing the co-rotation prevention wing in a direction to return to the original position when the co-rotation prevention wing is inclined with respect to the boss.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09214556A JP3140402B2 (en) | 1997-08-08 | 1997-08-08 | Co-rotation prevention device for ground improvement method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09214556A JP3140402B2 (en) | 1997-08-08 | 1997-08-08 | Co-rotation prevention device for ground improvement method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1161800A true JPH1161800A (en) | 1999-03-05 |
JP3140402B2 JP3140402B2 (en) | 2001-03-05 |
Family
ID=16657688
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP09214556A Expired - Fee Related JP3140402B2 (en) | 1997-08-08 | 1997-08-08 | Co-rotation prevention device for ground improvement method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3140402B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0701394A1 (en) * | 1994-09-06 | 1996-03-13 | Kabushiki Kaisha Toshiba | Component mounting apparatus |
JP2015057528A (en) * | 2013-08-09 | 2015-03-26 | 東急建設株式会社 | Excavator of self-boring type reinforcement body |
JP2018145700A (en) * | 2017-03-07 | 2018-09-20 | 株式会社オートセット | Construction device and construction method of pile foundation |
JP2019196591A (en) * | 2018-05-07 | 2019-11-14 | 株式会社テノックス | Excavating and stirring head |
-
1997
- 1997-08-08 JP JP09214556A patent/JP3140402B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0701394A1 (en) * | 1994-09-06 | 1996-03-13 | Kabushiki Kaisha Toshiba | Component mounting apparatus |
JP2015057528A (en) * | 2013-08-09 | 2015-03-26 | 東急建設株式会社 | Excavator of self-boring type reinforcement body |
JP2018145700A (en) * | 2017-03-07 | 2018-09-20 | 株式会社オートセット | Construction device and construction method of pile foundation |
JP2019196591A (en) * | 2018-05-07 | 2019-11-14 | 株式会社テノックス | Excavating and stirring head |
Also Published As
Publication number | Publication date |
---|---|
JP3140402B2 (en) | 2001-03-05 |
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