JPH058288B2 - - Google Patents

Info

Publication number
JPH058288B2
JPH058288B2 JP18910085A JP18910085A JPH058288B2 JP H058288 B2 JPH058288 B2 JP H058288B2 JP 18910085 A JP18910085 A JP 18910085A JP 18910085 A JP18910085 A JP 18910085A JP H058288 B2 JPH058288 B2 JP H058288B2
Authority
JP
Japan
Prior art keywords
casing
tip
soil improvement
ground improvement
leader
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
JP18910085A
Other languages
Japanese (ja)
Other versions
JPS6250513A (en
Inventor
Kaname Nakayama
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.)
Sanwa Kizai Co Ltd
Original Assignee
Sanwa Kizai Co Ltd
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 Sanwa Kizai Co Ltd filed Critical Sanwa Kizai Co Ltd
Priority to JP18910085A priority Critical patent/JPS6250513A/en
Publication of JPS6250513A publication Critical patent/JPS6250513A/en
Publication of JPH058288B2 publication Critical patent/JPH058288B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、土木工事分野で用いられる地盤改良
工法及びその工法で使用する装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a ground improvement method used in the civil engineering field and an apparatus used in the method.

〔従来の技術とその問題点〕[Conventional technology and its problems]

地盤改良のために地中にサンドドレーン等を造
成する装置や工法には種々のものがあるが、その
一つに鳥の嘴状の開放可能な先端を有するケーシ
ングを地中に圧入し、該ケーシング内に砂等の地
盤改良材を充填しておき、ケーシング引抜きの際
に地盤改良材を先端より残された孔内に吐出して
ドレーンを造成する場合がある。
There are various devices and construction methods for creating sand drains underground for ground improvement. In some cases, the casing is filled with a ground improvement material such as sand, and when the casing is pulled out, the ground improvement material is discharged from the tip into the hole left behind to create a drain.

かかる工法及び装置では、ケーシングを引抜く
時に内部の地盤改良材が共上りしてしまうのを防
止する工夫が必要であり、従来はケーシング自体
を振動させたり、ケーシング内部にエアーを注入
したりしている。
Such construction methods and equipment require measures to prevent the ground improvement material inside from rising up when the casing is pulled out. Conventionally, this method involves vibrating the casing itself or injecting air into the casing. ing.

しかし、これら振動を加えたり、エアーを注入
したりする従来の方法では、装置が大掛りとな
り、またケーシングを回転圧入する場合にはさら
に機械的に複雑なものとなつてしまう。
However, in the conventional methods of applying vibration or injecting air, the equipment becomes large-scale, and when the casing is rotated and press-fitted, it becomes even more mechanically complicated.

本発明の目的は前記従来例の不都合を解消し、
簡単な部材を付加するだけで確実にケーシング内
の地盤改良材の共上りを防止できる地盤改良工法
及び装置を提供することにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide a ground improvement method and device that can reliably prevent ground improvement materials from rising together in a casing by simply adding a simple member.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は前記目的を達成するため、リーダに沿
つて上下動する回転駆動装置と、これに上端が連
結され先端が開放可能なケーシング、及びリーダ
上端から吊下げられ前記ケーシング上端から深く
差入れられる長尺棒状部材からなることを特徴と
する地盤改良装置を使用し、このケーシング内部
に充填した地盤改良材をケーシング引抜きの際先
端より排出する場合において、ケーシング上端か
ら長尺棒状部材を挿入し、これで、地盤改良材を
押出すことを要旨とするものである。
In order to achieve the above object, the present invention includes a rotary drive device that moves up and down along a leader, a casing whose upper end is connected to the rotary drive device and whose tip can be opened, and a length that is suspended from the upper end of the leader and inserted deeply from the upper end of the casing. When using a soil improvement device characterized by a long rod-like member and discharging the soil improvement material filled inside the casing from the tip when the casing is pulled out, the long rod-like member is inserted from the upper end of the casing and The gist of this is to extrude soil improvement materials.

〔作用〕[Effect]

本発明によれば、ケーシング内の地盤改良材は
ケーシングが引抜かれる際に棒状部材がそのまま
残るためその先端で押され、ケーシング先端から
順次吐出される。
According to the present invention, when the casing is pulled out, the ground improvement material inside the casing is pushed by the tip of the rod-like member, which remains as it is, and is sequentially discharged from the tip of the casing.

〔実施例〕 以下、図面について本考案の実施例を詳細に説
明する。
[Embodiments] Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本発明の地盤改良装置の1実施例を示
す側面図、第2図は同上正面図で、図中1は走行
可能なベースマシン、2はこのベースマシン1に
起伏自在に設けたリーダマスト、3は該リーダマ
ストの起伏用のシリンダを示す。
Fig. 1 is a side view showing one embodiment of the soil improvement device of the present invention, and Fig. 2 is a front view of the same. The leader mast, 3, indicates a cylinder for raising and lowering the leader mast.

このリーダマスト2にはモーター4と減速機5
による回転駆動装置6を昇降ワイヤー7を介して
昇降自在に取付け、この回転駆動装置6にケーシ
ング8の上端を連結する。図中9は昇降ワイヤー
7の巻取用の昇降モーターである。
This leader mast 2 has a motor 4 and a reducer 5.
A rotary drive device 6 is attached via a lift wire 7 so as to be able to rise and fall freely, and the upper end of the casing 8 is connected to this rotary drive device 6. 9 in the figure is a lifting motor for winding up and down the lifting wire 7.

このようにしてケーシング8はリーダマスト2
に沿つて回転駆動装置6から吊下げられるが、該
ケーシング8はその上端に地盤改良材の投入用開
口を有し、また先端は鳥の嘴状の開閉蓋10を設
けて開放可能としている。
In this way, the casing 8 is attached to the leader mast 2.
The casing 8 is suspended from a rotary drive device 6 along the upper end thereof, and has an opening for introducing soil improvement material at its upper end, and a bird's beak-shaped opening/closing lid 10 is provided at the tip so that the casing 8 can be opened.

一方、リーダマスト2の上端から長尺棒状部材
11をその上端をピン結合することにより吊下
げ、この長尺棒状部材11を先端から前記上端開
口を介してケーシング8内に挿入可能とした。な
お、この長尺棒状部材11はケーシング8の先端
近くまで差入が可能な長さで、かつケーシング8
の径の半分程度以上の太さとする。
On the other hand, a long rod-like member 11 is suspended from the upper end of the leader mast 2 by connecting its upper end with a pin, so that the long rod-like member 11 can be inserted into the casing 8 from the tip through the upper end opening. The long rod-shaped member 11 has a length that allows it to be inserted close to the tip of the casing 8, and
The thickness should be at least half the diameter of the

次に前記のごとき装置を用いて行なう本発明工
法について説明すると、第3図〜第6図はその各
工程を示す縦断側面図で、まずセツトの段階では
第3図に示すように回転駆動装置6はリーダマス
ト2の上方にあり、長尺棒状部材11はケーシン
グ8の内部に深く差入れられている。
Next, to explain the construction method of the present invention, which is carried out using the above-mentioned equipment, Figs. 3 to 6 are longitudinal sectional side views showing each process. 6 is located above the leader mast 2, and the elongated rod-shaped member 11 is deeply inserted into the inside of the casing 8.

このようにしてモーター4を回転すればそのト
ルクは減速機5を介してケーシング8に伝わり、
該ケーシング8は回転しながら地中に圧入され
る。
When the motor 4 is rotated in this manner, its torque is transmitted to the casing 8 via the reducer 5,
The casing 8 is pressed into the ground while rotating.

第4図はケーシング8が所定深度まで挿入され
た状態を示し、回転駆動装置6もケーシング8と
ともに下降してリーダマスト2の下方に位置し、
長尺棒状部材11もケーシング8から抜け出てい
る。
FIG. 4 shows a state in which the casing 8 has been inserted to a predetermined depth, and the rotary drive device 6 has also descended together with the casing 8 and is located below the leader mast 2.
The elongated rod-shaped member 11 has also come out of the casing 8.

そして、ケーシング8内に上端開口12から砂
等の地盤改良材13を投入充填する。
Then, a ground improvement material 13 such as sand is charged and filled into the casing 8 through the upper end opening 12.

次いで、昇降モーター9の力で回転駆動装置6
及びケーシング8を引き上げるが、その際、先端
の開閉蓋10は開き、地盤改良材13は外へ注出
されて孔内に残る。またケーシング8が上昇する
につれて、再び長尺棒状部材11がケーシング8
内に挿入され、その先端で地盤改良材13の上端
を下方に押圧するので、これにより該地盤改良材
13は確実に押圧されケーシング8とともによつ
てしまうことはない。
Next, the rotation drive device 6 is rotated by the power of the lifting motor 9.
Then, the casing 8 is pulled up, and at that time, the opening/closing lid 10 at the tip is opened and the ground improvement material 13 is poured out and remains in the hole. Further, as the casing 8 rises, the elongated rod-shaped member 11 moves up the casing 8 again.
Since the upper end of the soil improvement material 13 is pressed downward with its tip, the soil improvement material 13 is reliably pressed and does not twist together with the casing 8.

そして、順次排出された地盤改良材13は孔内
に柱状に残りドレーンを形成する。
Then, the ground improvement material 13 that is sequentially discharged remains in the hole in the form of a column and forms a drain.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明の地盤改良工法及び装
置は、先端が開放可能なケーシングを地中に回転
圧入し、このケーシング内部に充填した地盤改良
材をケーシング引抜きの際先端より排出する場合
において、振動やエアー等の手段を加えることな
く簡単な装置を付加するだけで、機械的にかつ確
実に前記地盤改良材のケーシング内での共上りを
防止できるものである。
As described above, the ground improvement method and device of the present invention, when a casing with an openable tip is rotatably press-fitted into the ground and the ground improvement material filled inside the casing is discharged from the tip when the casing is pulled out, By simply adding a simple device without adding any means such as vibration or air, it is possible to mechanically and reliably prevent the ground improvement material from rising inside the casing.

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

第1図は本発明の地盤改良工法及び装置の1実
施例を示す側面図、第2図は同上正面図、第3図
〜第6図は本発明工法の各工程を示す縦断側面図
である。 1……ベースマシン、2……リーダマスト、3
……シリンダ、4……モーター、5……減速機、
6……回転駆動装置、7……昇降ワイヤー、8…
…ケーシング、9……昇降モーター、10……開
閉蓋、11……長尺棒状部材、12……上端開
口、13……地盤改良材。
Fig. 1 is a side view showing one embodiment of the soil improvement method and device of the present invention, Fig. 2 is a front view of the same, and Figs. 3 to 6 are longitudinal side views showing each step of the method of the present invention. . 1...Base machine, 2...Leader mast, 3
...Cylinder, 4...Motor, 5...Reducer,
6... Rotation drive device, 7... Lifting wire, 8...
... Casing, 9 ... Lifting motor, 10 ... Opening/closing lid, 11 ... Long rod-shaped member, 12 ... Upper end opening, 13 ... Ground improvement material.

Claims (1)

【特許請求の範囲】 1 先端が開放可能なケーシングを地中に回転圧
入し、このケーシング内部に充填した地盤改良材
をケーシング引抜きの際先端より排出する場合に
おいて、ケーシング上端から長尺棒状部材を挿入
し、これで地盤改良材を押出すことを特徴とした
地盤改良工法。 2 リーダに沿つて上下動する回転駆動装置と、
これに上端が連結され先端が開放可能なケーシン
グ、及びリーダ上端から吊下げられ前記ケーシン
グ上端から深く差入れられる長尺棒状部材からな
ることを特徴とする地盤改良装置。
[Scope of Claims] 1. When a casing with an openable tip is rotatably press-fitted into the ground and the soil improvement material filled inside the casing is discharged from the tip when the casing is pulled out, a long rod-shaped member is inserted from the upper end of the casing. A soil improvement method characterized by inserting and extruding soil improvement materials. 2. A rotary drive device that moves up and down along the leader;
A ground improvement device comprising: a casing whose upper end is connected to the casing and whose tip can be opened; and a long rod-shaped member suspended from the upper end of a leader and deeply inserted from the upper end of the casing.
JP18910085A 1985-08-27 1985-08-27 Method and apparatus for ground improvement work Granted JPS6250513A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18910085A JPS6250513A (en) 1985-08-27 1985-08-27 Method and apparatus for ground improvement work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18910085A JPS6250513A (en) 1985-08-27 1985-08-27 Method and apparatus for ground improvement work

Publications (2)

Publication Number Publication Date
JPS6250513A JPS6250513A (en) 1987-03-05
JPH058288B2 true JPH058288B2 (en) 1993-02-01

Family

ID=16235351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18910085A Granted JPS6250513A (en) 1985-08-27 1985-08-27 Method and apparatus for ground improvement work

Country Status (1)

Country Link
JP (1) JPS6250513A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8221033B2 (en) 2009-09-12 2012-07-17 Geopier Foundation Company, Inc. Extensible shells and related methods for constructing a support pier
US9567723B2 (en) 2010-09-13 2017-02-14 Geopier Foundation Company, Inc. Open-end extensible shells and related methods for constructing a support pier
US10858796B2 (en) 2015-07-27 2020-12-08 Geopier Foundation Company, Inc. Extensible shells and related methods for constructing a ductile support pier

Also Published As

Publication number Publication date
JPS6250513A (en) 1987-03-05

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