JPS6224574B2 - - Google Patents
Info
- Publication number
- JPS6224574B2 JPS6224574B2 JP57031508A JP3150882A JPS6224574B2 JP S6224574 B2 JPS6224574 B2 JP S6224574B2 JP 57031508 A JP57031508 A JP 57031508A JP 3150882 A JP3150882 A JP 3150882A JP S6224574 B2 JPS6224574 B2 JP S6224574B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- rotary
- drive device
- outer cylinder
- cylinder
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
- E02D3/106—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
本発明は、主に軟弱な地盤を改良するために、
その軟弱地盤中に砂抗を造成する際に使用される
砂抗造成装置に関するものである。[Detailed description of the invention] The present invention mainly aims to improve soft ground.
This invention relates to a sand trench construction device used to create sand trenches in soft ground.
この種の砂抗造成装置は、地盤中に外筒を圧力
的に挿入し、これに後続して外筒の内部へ杭造成
用の砂を送給しつつ、この外筒に内嵌されている
突き棒を上下に往復動させて砂を突き固めるとと
もに、このような突き固め作業を行いつつ、地盤
中に砂杭造成の進行に応じて上記外筒を突き棒と
ともに引き抜くことができる構成とされている。 This type of sand pile building device inserts an outer cylinder under pressure into the ground, and then feeds sand for pile building into the outer cylinder while the sand is inserted into the outer cylinder. The structure is such that the sand is tamped by moving the ramming rod up and down, and while performing such tamping work, the outer cylinder can be pulled out together with the ramming rod as sand pile construction progresses in the ground. has been done.
そして従来地盤中に外筒を挿入するのは、外筒
に負荷する自重または起振器による振動作用によ
つて行うようにし、また突き棒の上下運動は所謂
クランク機構によつて行つていた。 Conventionally, the outer cylinder was inserted into the ground by using its own weight applied to the outer cylinder or by the vibration effect of an exciter, and the vertical movement of the thrust rod was performed by a so-called crank mechanism. .
しかし外筒を地盤中に挿入するに当たつて起振
器によると振動による騒音公害の原因となるた
め、できれば外筒の自重沈下が好ましいわけであ
るが、軟弱地盤中に若干硬質の土壌に突き当たる
とこれに阻止されて外筒を沈下することができな
い場合があり、この場合には外筒を回転させて地
盤との間のフリクシヨンを軽減することによつて
自重沈下を促進することができるが、この外筒を
回転駆動するための一連の駆動装置を設けると、
これが障害となつて前述の突き棒駆動装置を同軸
に設けることができないという新たな難点が発生
する。 However, when inserting the outer cylinder into the ground, a vibrator causes noise pollution due to vibration, so it is preferable to allow the outer cylinder to sink under its own weight if possible, but it is difficult to insert it into soft ground or slightly hard soil. If the outer cylinder hits the ground, it may be blocked and unable to sink.In this case, the outer cylinder can be rotated to reduce the friction between it and the ground, thereby promoting the sinking due to its own weight. However, if a series of drive devices are provided to rotate this outer cylinder,
This becomes a hindrance, and a new difficulty arises in that the above-mentioned thrust rod drive device cannot be installed coaxially.
本発明は上記難点に注目し、クランク機構によ
つて突き棒の上下運動を可能としながら、なおか
つ外筒を回転駆動せしめることを可能とし、これ
によつて騒音公害を生起せしめることなく外筒を
地盤中に挿入することができるようにしたもの
で、その要旨は、リーダ1に支持案内されて昇降
する取付枠2に第1回転駆動装置8と第2回転駆
動装置18とを設置し、第1回転駆動装置8の中
空出力軸9aに、これと一体回転する回転内筒1
1aを突設すると共に、該内筒11aに連結部材
13を介して一体回転する回転外筒11bを、両
内外筒11a,11b間に砂落下通路12aを有
するようにして下方へ垂設し、且つ回転外筒11
bの外周面にスパイラル状に突条16を突設し、
また砂落下通路12aにスイベルジヨイント機構
15を介して砂投入用ホツパ6に連設し、一方砂
落下通路12aを通つて回転外筒11b内に送給
される砂を突き固めるための突き棒22を上記中
空出力軸9a及び回転内筒11aを貫通して上下
運動自在に設け、該突き棒22の上端部を、前記
第2回転駆動装置18に、該駆動装置の回転運動
を突き棒22の上下運動に変換するためのクラン
ク機構20を介して連結してなる構成からなる。 The present invention has focused on the above-mentioned drawbacks, and has made it possible to move the thrust rod up and down using a crank mechanism, and at the same time, to drive the outer cylinder in rotation, thereby making it possible to rotate the outer cylinder without causing noise pollution. This device can be inserted into the ground, and its gist is that a first rotary drive device 8 and a second rotary drive device 18 are installed on a mounting frame 2 that is supported and guided by a leader 1 and moves up and down. A rotary inner cylinder 1 is attached to the hollow output shaft 9a of the one-rotation drive device 8 and rotates integrally therewith.
1a, and a rotary outer cylinder 11b that rotates integrally with the inner cylinder 11a via a connecting member 13 is vertically installed downward so as to have a sand falling passage 12a between both the inner and outer cylinders 11a and 11b, and rotating outer cylinder 11
A protrusion 16 is provided in a spiral shape on the outer peripheral surface of b,
Further, a ramming rod is connected to the sand charging hopper 6 through a swivel joint mechanism 15 in the sand falling passage 12a, and is used to compact the sand fed into the rotary outer cylinder 11b through the sand falling passage 12a. 22 is provided so as to pass through the hollow output shaft 9a and the rotating inner cylinder 11a and to be movable up and down, and the upper end of the push rod 22 is connected to the second rotation drive device 18, and the rotation movement of the drive device is connected to the push rod 22. This configuration is connected via a crank mechanism 20 for converting the movement into vertical movement.
以下本発明の一実施例を示すと、第1図および
第2図において、1はリーダを示し、これは、図
外のクローラ台車に搭載されて砂杭施工地点まで
移動され、この施工地点では垂直に保持される。
2は取付枠であり、この取付枠2は上記リーダ1
に周知ガイド(図示せず)によつて昇降自在に支
持される一方、矩形枠状の上段取付台3とその下
位に設けられた下段取付台4とを四本の支持材5
により連結保持してなる。この取付枠2の支持材
5は、下段取付台4よりも下方に延設されてお
り、その延設部に砂投入用のホツパ6が所定の姿
勢で固着される。 One embodiment of the present invention will be described below. In Figs. 1 and 2, 1 indicates a leader, which is mounted on a crawler truck (not shown) and moved to a sand pile construction site. held vertically.
2 is a mounting frame, and this mounting frame 2 is attached to the above reader 1.
The rectangular frame-shaped upper mount 3 and the lower mount 4 provided below it are supported by four supporting members 5 by a well-known guide (not shown).
It is connected and maintained. The supporting member 5 of the mounting frame 2 extends below the lower mounting base 4, and a hopper 6 for charging sand is fixed in a predetermined position to the extended portion.
このホツパ6の出口部6aに筒体7がその軸心
を鉛直方向として固着され、この筒体7の内部に
ホツパ6の内部が連通される。なお、ホツパ6は
上記支持材5に左右一対固着されるのを常態とす
るが、図示例では、そのうちの一方のものは、シ
ユート部6bのみを残して砂投入口部6cを撤去
している。 A cylindrical body 7 is fixed to the outlet portion 6a of the hopper 6 with its axis in the vertical direction, and the inside of the hopper 6 is communicated with the inside of the cylindrical body 7. Note that the hopper 6 is normally fixed to the supporting member 5 in pairs on the left and right sides, but in the illustrated example, the sand inlet portion 6c of one of the hoppers is removed, leaving only the chute portion 6b. .
一方、8は第1回転駆動装置を示し、これは、
上記取付枠2の下段取付台4に設置される。この
第1回転駆動装置8は、二本の入力軸と一本の中
空出力軸9aとを備えた減速機9と、二基の駆動
モータ10,10とからなり、各駆動モータ1
0,10の出力軸が上記減速機9の各入力軸に各
別に連結される。そして、減速機9は、二基の駆
動モータ10,10の各出力の総和に相当する出
力をその出力軸から取り出せる構成となつてい
る。 On the other hand, 8 indicates a first rotational drive device, which is
It is installed on the lower mounting base 4 of the mounting frame 2. The first rotary drive device 8 includes a reducer 9 having two input shafts and one hollow output shaft 9a, and two drive motors 10, 10.
Output shafts 0 and 10 are connected to each input shaft of the speed reducer 9, respectively. The speed reducer 9 is configured such that an output corresponding to the sum of the respective outputs of the two drive motors 10, 10 can be extracted from its output shaft.
つぎに、上記減速機9の中空出力軸9aには、
上記筒体を同心上で貫通するように配設された回
転内筒11aの上端部が固着され、また、この回
転内筒11aの下半部に、この回転内筒11aよ
りもさらに下方に延びる回転外筒11bが同心状
に外嵌されており、両者がその相対嵌合部12に
おいて連結部材13によつて一体的に連結されて
いる。なお、この場合、上記相対嵌合部12には
砂の落下通路12aが確保される。また、回転外
筒11bの上端部には、筒体14が相対摺動回転
自在に外嵌されており、この筒体14の上端部が
上記筒体7の下端部にフランジ結合される。すな
わち、筒体7と回転内筒11aとは、スイベルジ
ヨイント機構15が介して結合されているのであ
つて、この機構により、回転内筒11aおよび回
転筒11bを回転させながら、ホツパ6および筒
体7を通して回転外筒11bの内部へ砂を送給す
ることができる。さらに、回転外筒11bは、そ
の外周面上にスパイラル状の突条16を備えると
ともに、その下端に開口可能な周知の掘削用の羽
根体17を備える。 Next, the hollow output shaft 9a of the reduction gear 9 includes:
The upper end of a rotating inner cylinder 11a arranged to concentrically penetrate the cylinder body is fixed, and a rotary inner cylinder 11a extends further downward than the rotating inner cylinder 11a to the lower half of the rotating inner cylinder 11a. The rotary outer cylinder 11b is fitted onto the outside concentrically, and both are integrally connected at the relative fitting portion 12 by a connecting member 13. In this case, a sand falling path 12a is secured in the relative fitting portion 12. Further, a cylinder 14 is fitted onto the upper end of the rotary outer cylinder 11b so as to be relatively slidable and rotatable, and the upper end of the cylinder 14 is flange-bonded to the lower end of the cylinder 7. That is, the cylinder body 7 and the rotating inner cylinder 11a are connected via the swivel joint mechanism 15, and this mechanism rotates the rotating inner cylinder 11a and the rotating cylinder 11b while the hopper 6 and the cylinder are connected. Sand can be fed into the rotating outer cylinder 11b through the body 7. Furthermore, the rotary outer cylinder 11b is provided with a spiral protrusion 16 on its outer circumferential surface, and is provided with a well-known excavating blade body 17 that can be opened at its lower end.
18は第2回転駆動装置を示す。この第2回転
駆動装置18は、取付枠2の上段取付台4上に設
置された駆動モータ19と、この駆動モータ19
の出力軸19aに固着された円板20aと、この
円板20aの偏心位置にその上端部がピン21a
によつて相対揺動自在に軸支された連結リンク2
0bとからなる。これに対し、22は突き棒を示
し、この突き棒22は、上記回転内筒11aおよ
び回転外筒11bに挿入状に配置されるととも
に、その上端部が、上記減速機9の中空出力軸9
aに遊嵌状に貫通されて、上記連結リンク20b
の下端部にピン21bによつて相対揺動自在に連
結される。ここにおいて上記した二本のピン21
a,21bは、第2図に良く示されるように、互
に平行でかつ水平となるように設けられる。した
がつて、上記円板20aおよび連結リンク20b
によつてクランク機構20が構成され、このクラ
ンク機構20の作用で、第2回転駆動装置18の
回転運動が突き棒22の直進上下動に変換され
る。そして突き棒22の上下動ストロークSは、
円板20aの回転中心P1からピン21aまでの距
離Rの2倍の長さに等しくなる。また、突き棒2
2は、その下端部にエア圧で作動するバイブレー
タ23を併有する。 18 indicates a second rotational drive device. This second rotation drive device 18 includes a drive motor 19 installed on the upper mounting base 4 of the mounting frame 2, and a drive motor 19 installed on the upper mounting base 4 of the mounting frame 2.
A disc 20a is fixed to the output shaft 19a of the disc 20a, and its upper end is connected to a pin 21a at an eccentric position of the disc 20a.
Connecting link 2 pivotably supported by
It consists of 0b. On the other hand, 22 indicates a push rod, and this push rod 22 is inserted into the inner rotating cylinder 11a and the outer rotating cylinder 11b, and its upper end is connected to the hollow output shaft 9 of the reducer 9.
The connecting link 20b is inserted through the connecting link 20b in a loosely fitted manner.
is connected to the lower end portion of by a pin 21b so as to be relatively swingable. Here, the two pins 21 mentioned above
a and 21b are provided so as to be parallel and horizontal to each other, as clearly shown in FIG. Therefore, the disc 20a and the connecting link 20b
A crank mechanism 20 is constructed, and the action of this crank mechanism 20 converts the rotational movement of the second rotational drive device 18 into a linear vertical movement of the thrust rod 22. The vertical movement stroke S of the push rod 22 is
The length is equal to twice the distance R from the center of rotation P1 of the disk 20a to the pin 21a. Also, push rod 2
2 also has a vibrator 23 operated by air pressure at its lower end.
つぎに、24は取付枠2をリーダ1に沿つて昇
降させるための昇降駆動装置を示し、これは図示
しない支持台によつてリーダ1側に取付けられ
る。 Next, reference numeral 24 denotes an elevating drive device for elevating the mounting frame 2 along the leader 1, and this is attached to the leader 1 side by a support stand (not shown).
以上において、砂杭造成の手順を説明する。 Above, the procedure for constructing sand piles will be explained.
まず、リーダ1を施工地点で立設した後、第1
回転駆動装置8を駆動させつつ、取付枠2をリー
ダ1に沿つて下降させる。この場合、第1回転駆
動装置8の二基の駆動モータ10,10の出力の
総和に相当する回転力が減速機9を介して回転内
筒11aおよび回転外筒11bに伝達され、しか
も、回転外筒11bの外周面上にはスパイラル状
の突条16が実設されるとともにその下端部に掘
削用の羽根体17が設けられているころから、回
転外筒11bは強大な力で地盤(図示せず)中に
くい込む。このとき、必要があれば、第2回転駆
動装置18を駆動し、クランク機構20によつて
その回転運動を直進運動に変換して突き棒22に
伝達させて、突き棒22を上下に往復動させる。 First, after erecting leader 1 at the construction site,
The mounting frame 2 is lowered along the leader 1 while driving the rotation drive device 8. In this case, the rotational force equivalent to the sum of the outputs of the two drive motors 10, 10 of the first rotation drive device 8 is transmitted to the rotation inner cylinder 11a and the rotation outer cylinder 11b via the reduction gear 9, and the rotation Since the spiral protrusion 16 is actually provided on the outer peripheral surface of the outer cylinder 11b and the blade body 17 for excavation is provided at the lower end thereof, the rotary outer cylinder 11b is moved to the ground ( (not shown). At this time, if necessary, the second rotary drive device 18 is driven, and the crank mechanism 20 converts the rotational motion into linear motion and transmits it to the thrust rod 22, causing the thrust rod 22 to reciprocate up and down. let
このようにして、回転外筒11bを地盤中に所
定深さに達するまで嵌入させた後、第1回転駆動
装置8を停止させる。つづいて、ホツパ6を通し
て回転外筒11bの底部へ杭造成用の砂を送給し
つつ、第2回転駆動装置18およびクランク機構
20の作用によつて突き棒22を上下に往復動さ
せ、上記砂を回転外筒11bの底部で突き固め
る。また、砂の送給およびその突き固め作業と併
行して、取付枠2を上昇させ、回転外筒11bを
砂杭造成の進行に応じて徐々にき抜くことによつ
て羽根体17が周知の開口構造によつて開口し、
この開口部より突き固められた砂杭が地盤中に残
留せしめられる。また、砂を突き固める際に、必
要があれば、バイブレータ23を作動させて砂を
撹拌する。このようにすれば、砂の圧密状態が一
層均一化されるため、より強固な砂杭が造成され
る。 In this way, after the rotary outer cylinder 11b is inserted into the ground until it reaches a predetermined depth, the first rotary drive device 8 is stopped. Subsequently, while feeding sand for pile construction through the hopper 6 to the bottom of the rotary outer cylinder 11b, the thrust rod 22 is reciprocated up and down by the action of the second rotational drive device 18 and the crank mechanism 20, and as described above. The sand is compacted at the bottom of the rotating outer cylinder 11b. In addition, in parallel with the sand feeding and tamping work, the mounting frame 2 is raised and the rotary outer cylinder 11b is gradually cut out as sand pile construction progresses, so that the blade body 17 is Opened by an opening structure,
The tamped sand pile is left in the ground through this opening. Further, when compacting the sand, if necessary, the vibrator 23 is operated to stir the sand. In this way, the compacted state of the sand is made more uniform, so that a stronger sand pile can be created.
上記においては、回転外筒11bの引き抜き
が、砂杭造成の進行状態に応じて行われる結果、
突き棒22による砂の突き固め中には、その砂が
回転外筒11bの下端部で周囲の地盤から隔離さ
れるため、突き棒22の突き力が砂に有効に作用
する上、周囲の地盤に悪影響を与えない。そのた
め強固な砂杭が造成される。さらに、突き棒22
の上下動ストロークが、円板20aの回転中心と
ピン21aとの間の距離Rの2倍の長さになるの
で、砂を突き固めるのに有効であり、また、突き
棒22の往復動速度を高速にすることが容易であ
り、このことが上記事項と相まつて強固な砂杭の
造成に役立つ。 In the above, as a result of pulling out the rotary outer cylinder 11b according to the progress of sand pile construction,
During the tamping of sand by the ramming rod 22, the sand is isolated from the surrounding ground at the lower end of the rotary outer cylinder 11b, so the ramming force of the ramming rod 22 acts effectively on the sand, and the surrounding ground does not have a negative impact on Therefore, strong sand piles are constructed. Furthermore, the push rod 22
The vertical stroke of is twice the distance R between the center of rotation of the disc 20a and the pin 21a, so it is effective for compacting the sand, and the reciprocating speed of the tamping rod 22 is It is easy to increase the speed of sand piles, and this, combined with the above-mentioned factors, is useful for building strong sand piles.
したがつて本発明によさば、第1回転駆動装置
8によつて地盤に接する回転外筒11bを回転せ
しめるようになつており、且つ回転外筒11bの
外周面にスパイラル状に突条16を突設している
ため、回転外筒11bを地盤中に挿入する際に、
地盤との間にフリクシヨンを軽減することができ
ると共に、スパイラル状の突条によつて掘進作用
が働き、地盤中に若干の硬質土壌が存在しても回
転外筒11bを円滑に挿入することができる。 Therefore, according to the present invention, the rotary outer cylinder 11b in contact with the ground is rotated by the first rotational drive device 8, and a protrusion 16 is provided in a spiral shape on the outer peripheral surface of the rotary outer cylinder 11b. Because it is protruding, when inserting the rotary outer cylinder 11b into the ground,
In addition to being able to reduce friction between the rotor and the ground, the spiral protrusion provides a digging action, and even if there is some hard soil in the ground, the rotary outer cylinder 11b can be inserted smoothly. can.
しかも本発明によれば、回転外筒11bが回転
するにもかかわらず、定位置に取付けた砂投入用
ホツパ6より砂を砂落下通路12aを通つて回転
外筒11b内に円滑に給送することができると共
に、前記第1回転駆動装置8とこれによつて回転
する回転外筒11bとは中空出力軸9aと回転内
筒11aとによつて連結されているため、砂を突
き固めるための突き棒22を中空出力軸9aと回
転内筒11aとを貫通して、該突き棒22の上端
部を第2回転駆動装置18及びこれに連結される
クランク機構20に対し、またその下端部を回転
外筒11b内にそれぞれ同軸に設けることがで
き、突き棒22を回転外筒11b内において円滑
に上下運動を行わせることができる。 Moreover, according to the present invention, even though the rotary outer cylinder 11b rotates, sand is smoothly fed into the rotary outer cylinder 11b from the sand charging hopper 6 attached at a fixed position through the sand falling passage 12a. In addition, since the first rotary drive device 8 and the rotary outer cylinder 11b rotated thereby are connected by the hollow output shaft 9a and the rotary inner cylinder 11a, it is possible to The push rod 22 is passed through the hollow output shaft 9a and the rotating inner cylinder 11a, and the upper end of the push rod 22 is connected to the second rotation drive device 18 and the crank mechanism 20 connected thereto, and the lower end thereof is connected to the second rotation drive device 18 and the crank mechanism 20 connected thereto. They can be provided coaxially within the rotary outer cylinder 11b, allowing the push rod 22 to move up and down smoothly within the rotary outer cylinder 11b.
図面は本発明の実施例を示しており、第1図は
一部切欠部断面図、第2図はクランク機構の正面
図である。
1……リーダ、2……取付枠、8……第1回転
駆動装置、9a……中空出力軸、11a……回転
内筒、11b……回転外筒、12a……砂落下通
路、13……連結部材、15……スイベルジヨイ
ント機構、16……突条、18……第2回転駆動
装置、20……クランク機構、22……突き棒、
23……バイブレータ。
The drawings show an embodiment of the present invention, and FIG. 1 is a partially cutaway sectional view, and FIG. 2 is a front view of the crank mechanism. DESCRIPTION OF SYMBOLS 1... Leader, 2... Mounting frame, 8... First rotation drive device, 9a... Hollow output shaft, 11a... Rotating inner cylinder, 11b... Rotating outer cylinder, 12a... Sand falling passage, 13... ... Connection member, 15 ... Swivel joint mechanism, 16 ... Protrusion, 18 ... Second rotation drive device, 20 ... Crank mechanism, 22 ... Push rod,
23... Vibrator.
Claims (1)
に第1回転駆動装置8と第2回転駆動装置18と
を設置し、第1回転駆動装置8の中空出力軸9a
に、これと一体回転する回転内筒11aを突設す
ると共に、該内筒11aに連結部材13を介して
一体回転する回転外筒11bを、両内外筒11
a,11b間に砂落下通路12aを有するように
して下方へ垂設し、且つ回転外筒11bの外周面
にスパイラル状に突条16を突設し、また砂落下
通路12aにスイベルジヨイント機構15を介し
て砂投入用ホツパ6に連設し、一方砂落下通路1
2aを通つて回転外筒11b内に送給される砂を
突き固めるための突き棒22を上記中空出力軸9
a及び回転内筒11aを貫通して上下運動自在に
設け、該突き棒22の上端部を、前記第2回転駆
動装置18に、該駆動装置の回転運動を突き棒2
2の上下運動に変換するためのクランク機構20
を介して連結してなる砂杭造成装置。 2 突き棒22の下端部にバイブレータ23を取
付けてなる特許請求の範囲第1項記載の砂杭造成
装置。[Claims] 1. A mounting frame 2 that is supported and guided by a leader 1 and moves up and down.
A first rotary drive device 8 and a second rotary drive device 18 are installed in the hollow output shaft 9a of the first rotary drive device 8.
A rotary inner cylinder 11a that rotates integrally with the inner cylinder 11a is provided in a protruding manner, and a rotary outer cylinder 11b that rotates integrally with the inner cylinder 11a via a connecting member 13 is attached to both the inner and outer cylinders 11.
A and 11b are provided vertically downward with a sand falling passage 12a, and a protrusion 16 is provided in a spiral shape on the outer peripheral surface of the rotary outer cylinder 11b, and a swivel joint mechanism is provided in the sand falling passage 12a. 15 to the sand charging hopper 6, while the sand falling passage 1
A tamping rod 22 for compacting the sand fed into the rotary outer cylinder 11b through the hollow output shaft 9
a and the rotating inner cylinder 11a so as to be movable up and down.The upper end of the thrust rod 22 is connected to the second rotational drive device 18, and the rotational movement of the drive device is connected to the thrust rod 2.
Crank mechanism 20 for converting into vertical movement of 2
A sand pile construction device connected via a sand pile construction device. 2. The sand pile construction device according to claim 1, wherein a vibrator 23 is attached to the lower end of the thrust rod 22.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3150882A JPS58150616A (en) | 1982-02-27 | 1982-02-27 | Sand pile driving device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3150882A JPS58150616A (en) | 1982-02-27 | 1982-02-27 | Sand pile driving device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58150616A JPS58150616A (en) | 1983-09-07 |
| JPS6224574B2 true JPS6224574B2 (en) | 1987-05-29 |
Family
ID=12333153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3150882A Granted JPS58150616A (en) | 1982-02-27 | 1982-02-27 | Sand pile driving device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58150616A (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS48418U (en) * | 1971-06-01 | 1973-01-06 |
-
1982
- 1982-02-27 JP JP3150882A patent/JPS58150616A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58150616A (en) | 1983-09-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2009532601A (en) | Drilling tools | |
| KR101950244B1 (en) | Lower Auger with Vibrator and Construction Method of Drilling and Ground Reinforcement Thereof | |
| US5797705A (en) | Method for manufacturing a tubular foundation in the ground | |
| JPH0536595B2 (en) | ||
| EP0560867A1 (en) | Tool for making holes in the ground. | |
| JPS6224574B2 (en) | ||
| JP2007297859A (en) | Drilling tool | |
| JP7112775B1 (en) | Cutter blade drive device with synchronized link mechanism and attachment for removing underground obstacles | |
| KR102341514B1 (en) | Titanic rock drilling apparatus | |
| JPS6311513B2 (en) | ||
| JP2916598B2 (en) | Excavator | |
| JP3446127B2 (en) | Drain pile creation device | |
| CN221919589U (en) | Civil engineering earth boring machine | |
| SU920106A1 (en) | Drilling and mixing machine for making cast-in-place cement piles | |
| JPS6323351B2 (en) | ||
| JP3871775B2 (en) | Agitator for ground improvement machine | |
| JPS58185826A (en) | Construction of foundation pile | |
| JPS59220519A (en) | Sand pile former | |
| JP2003119767A (en) | Hollow pipe for sand pile construction and round sand pile construction method | |
| JPS648126B2 (en) | ||
| JPS62201501A (en) | Rice field ridge shaving apparatus in vibration type rice field ridge shaping machine | |
| JPS6225808B2 (en) | ||
| SU1139798A1 (en) | Apparatus for tamping-out pits | |
| JPH02217516A (en) | Pile driving method and excavating casing | |
| JPS6243036B2 (en) |