JPS60112918A - Sand pile forming device - Google Patents

Sand pile forming device

Info

Publication number
JPS60112918A
JPS60112918A JP22057483A JP22057483A JPS60112918A JP S60112918 A JPS60112918 A JP S60112918A JP 22057483 A JP22057483 A JP 22057483A JP 22057483 A JP22057483 A JP 22057483A JP S60112918 A JPS60112918 A JP S60112918A
Authority
JP
Japan
Prior art keywords
sand
hollow tube
spherical
vibrator
horizontal vibrator
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.)
Pending
Application number
JP22057483A
Other languages
Japanese (ja)
Inventor
Yukichi Suzuki
勇吉 鈴木
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.)
KENSETSU KIKAI CHIYOUSA KK
Original Assignee
KENSETSU KIKAI CHIYOUSA KK
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 KENSETSU KIKAI CHIYOUSA KK filed Critical KENSETSU KIKAI CHIYOUSA KK
Priority to JP22057483A priority Critical patent/JPS60112918A/en
Publication of JPS60112918A publication Critical patent/JPS60112918A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/106Improving 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

Abstract

PURPOSE:To improve a sand falling-down effect and a sand compacting effect, by a method wherein a horizontal vibrator is supported to the lower end of a hollow tube through a spherical or a curved surface retainer means, and the vibrator is conically vibrated through disconnection of the hollow tube from the vibrator. CONSTITUTION:After, with an exciter 2 actuated, a hollow tube 1 is dirven into a ground, sand is charged in the hollow tube 1 through a sand charging port 3. Therefore, when the hollow tube 1 is gradually pulled off as a horizontal vibrator 6 is vibrated, the vibrator 6, supported by a spherical or curved surface retainer means 7, is conically vibrated, a casing 60 and a vibrating vane 63 are vibrated, the sand in the hollow tube 1 is discharged in the ground through a drain port 4, and simultaneously, the sand is compacted.

Description

【発明の詳細な説明】 本発明は、砂杭造成装置、詳しくは中空管の下端より水
平撮動機を下延させた砂杭造成装置に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sand pile building device, and more particularly to a sand pile building device in which a horizontal camera is extended downward from the lower end of a hollow tube.

従来のこの種の砂杭造成装置は、特公昭56−569号
公報に記載の砂杭造成装置に代表されるように、中空管
の下端より複数の板状支持体を内地させ、その板状支持
体に防振ゴムを介して電動機を取付け、その電動機に振
動管を固定して下方に伸延させ、その振動管内に偏心軸
を軸承し、その偏心軸と電動機とを連係してなるもので
ある。次に、その操作について説明する。まず、中空管
を地盤中に所要深度まで貫入させ、その中空管内に砂を
投入し、その砂を振動管にょシ突き固めながら中空管を
徐々に引き抜いて砂杭を造成する。
Conventional sand pile construction equipment of this kind, as typified by the sand pile construction equipment described in Japanese Patent Publication No. 56-569, has a plurality of plate-shaped supports placed inward from the lower end of a hollow pipe, and the plate An electric motor is attached to a shaped support via anti-vibration rubber, a vibrating tube is fixed to the electric motor and extends downward, an eccentric shaft is supported within the vibrating tube, and the eccentric shaft and the electric motor are linked. It is. Next, the operation will be explained. First, a hollow tube is penetrated into the ground to a required depth, sand is poured into the hollow tube, and the sand is compacted into the vibrating tube while the hollow tube is gradually pulled out to create a sand pile.

しかしながら、上述の従来の砂杭造成装置は、振動管が
防振ゴムおよび板状支持体を介して串空管に固定されて
いるため、中空管内の砂落ちの効果が悪く、シかも砂の
突き固め効果も悪い。すなわち、振動管り防振ゴムおよ
び板状支持体を介して中空管に固定されているため、電
動機の駆’1iJJVCよシ振動管が円錐振動しようと
するのと同時に、振動管は中空管を回転させようとする
(撮らそうとする)。ところが、中空管はリーグやクレ
ーンなどにガイドされているので、中空管は回転しlい
(振れない〕。この結果、振動管は円錐振動しようとし
てもできず、このために中空管内の砂を落す効率が悪く
、シかも砂を突き固める効率が悪いと言う欠点がある。
However, in the above-mentioned conventional sand pile construction equipment, the vibrating tube is fixed to the skewered hollow tube via vibration-proof rubber and a plate-like support, so the effect of removing sand from inside the hollow tube is poor and there is a possibility that the sand will be removed. The tamping effect is also poor. In other words, since the vibration tube is fixed to the hollow tube via the vibration isolating rubber and the plate-like support, the vibration tube is moved into the hollow tube at the same time as the electric motor is driven by the vibration tube. Try to rotate the tube (try to take a picture). However, since the hollow tube is guided by a league or a crane, the hollow tube cannot rotate (does not swing).As a result, even if the vibrating tube attempts to vibrate conically, it is unable to do so; The drawback is that it is not efficient at removing sand, and it is not efficient at compacting sand.

本発明は、上述の欠点を改善した砂杭造成装置を提供せ
んとするものである。
The present invention aims to provide a sand pile building device that improves the above-mentioned drawbacks.

本発明は、中空管の下端に水平振動機を球面乃至曲面支
持手段を介して支持し、水平振動機と中空管との縁を切
シ、水平振動機が球面万全曲面支持手段の支持中心点を
中心頂点として円錐振動し得るように構成し、その球面
乃至曲面支持手段に砂が通る開口部を設けたことを特徴
とする。
The present invention supports a horizontal vibrator at the lower end of a hollow tube via a spherical or curved surface support means, cuts an edge between the horizontal vibrator and the hollow tube, and allows the horizontal vibrator to support the spherical or perfectly curved surface support means. It is characterized in that it is configured to vibrate in a conical manner with its center point as its apex, and its spherical or curved surface support means is provided with an opening through which sand passes.

以下、本発明の砂杭造成装置の実施例の内の3例を添付
図面を参照して説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Three examples of the sand pile construction apparatus of the present invention will be described below with reference to the accompanying drawings.

第1図乃至第5図は本発明の牒杭造成装置の第1の実施
例を示す。この実施例における本発明の砂杭造成装置は
、鋼製の所定径の中空管lの頂端に起振機2を搭載し、
中空管lに上下方向(軸方向)の振動を与え得るように
構成する。この中空管lの頂端部に砂投入口3を設ける
と共に中空管1の下端に砂吐出口4を設ける。その砂吐
出口4に開閉蓋5を開閉可能に枢支し、中空管lの貫入
時には開閉蓋5が閉じて土砂が中空管l内に侵入するの
を防ぎ、一方中空管IO引抜時(砂杭造成時〕には開閉
蓋5が開いて中空管1内の砂が砂吐出口4から吐出され
るように構成する。前記中空管lの下端に水平振動機6
を球面乃至曲面支持手段7によシ支持すると共に下方に
延設する。前記水平振動機6は、細長い筒形状のケーシ
ング6oの上端部の外側面に断面半円形状の四部61を
ケーシング60の周方向に設ける。そのケーシング6o
内の上部に電動機や油圧モータなどの駆動源(図示せず
)を内蔵すると共に、ケーシング6o内の中間部から下
部にかけて偏心軸62を回転自在に軸承し、その偏心軸
62と駆動源とを連係し、ケーシング6゜が軸に対して
水平方向(垂直方向)に振動し得るように構成する。前
記ケーシング6oのii+側面の中間部から下端にかけ
て振動翼63を十字状に植設する。なお、この水平振動
機6の撤動翼63ど、前記中空tlの開閉蓋5とは、中
空管lの貫入時には開閉蓋5が水平振動機6の十字状の
振動翼63間の開口部を閉塞し、一方砂杭造成時には開
閉蓋5が開いて水平振動機6の水平撮動の邪魔にならな
いように構成されている。前記球面乃至曲面支持手段7
は、前記中空管lの下端部の内側面に三角形状のリプ7
0および取付腕71を十字状に設けると共に、そのリプ
70および取付腕71間に砂が通る開口部72を形成し
、前記取付腕71に環状かつ断面円形状の支持部材73
を固定してなるものである。かくしてなる球面乃至曲面
支持手段7の支持部材73に前記水平振動機6の凹部6
1を支持させ、その球面乃至曲面支持手段7の支持中心
点0を中心頂点として水平撮動機6が円錐振動、所謂与
そすシ動作状の振動を行うように構成する。
FIGS. 1 to 5 show a first embodiment of the pile building apparatus of the present invention. The sand pile construction device of the present invention in this embodiment includes an exciter 2 mounted on the top end of a steel hollow tube l of a predetermined diameter,
It is configured to be able to give vertical (axial) vibration to the hollow tube l. A sand inlet 3 is provided at the top end of the hollow tube 1, and a sand outlet 4 is provided at the lower end of the hollow tube 1. An opening/closing lid 5 is pivotally supported on the sand discharge port 4 so that it can be opened and closed, and when the hollow tube 1 penetrates, the opening/closing lid 5 closes to prevent sand from entering the hollow tube 1, while the hollow tube IO is pulled out. When constructing a sand pile, the opening/closing lid 5 is opened and the sand in the hollow tube 1 is discharged from the sand discharge port 4.A horizontal vibrator 6 is attached to the lower end of the hollow tube 1.
is supported by a spherical or curved surface support means 7 and extends downward. The horizontal vibrator 6 is provided with four parts 61 each having a semicircular cross section in the circumferential direction of the casing 60 on the outer surface of the upper end of the elongated cylindrical casing 6o. Its casing 6o
A driving source (not shown) such as an electric motor or a hydraulic motor is built into the upper part of the casing 6o, and an eccentric shaft 62 is rotatably supported from the middle part to the lower part of the casing 6o, and the eccentric shaft 62 and the driving source are connected. The structure is such that the casing 6° can vibrate horizontally (vertically) with respect to the shaft. Vibrating blades 63 are planted in a cross shape from the middle part to the lower end of the ii+ side surface of the casing 6o. The retractable blades 63 of the horizontal vibrator 6, etc., and the opening/closing lid 5 of the hollow tl are the openings between the cross-shaped vibrating blades 63 of the horizontal vibrating machine 6 when the hollow tube l penetrates. On the other hand, when constructing a sand pile, the opening/closing cover 5 is opened so as not to interfere with horizontal photographing by the horizontal vibrator 6. The spherical or curved surface support means 7
is a triangular lip 7 on the inner surface of the lower end of the hollow tube l.
0 and the mounting arm 71 are provided in a cross shape, and an opening 72 through which sand passes is formed between the lip 70 and the mounting arm 71.
It is made by fixing. The recess 6 of the horizontal vibrator 6 is attached to the support member 73 of the spherical or curved surface support means 7 thus formed.
1 is supported, and the horizontal photographing device 6 is configured to perform conical vibration, a so-called giving motion-like vibration, with the support center point 0 of the spherical or curved surface support means 7 as the central apex.

この円錐撮動をさらに第4図および第5図を参照して詳
細に説明する。第4図(a)乃至(d)は水平振動機の
円錐振動状態と偏心軸の回転状態との関係を示した水平
振動機の側面から見た概略図、第5図は水平振動機の円
錐振動状態を示した水平振動機の下面から見た概略図で
あって、第4図(a) l (bL(C) l (d)
と第5図の6(a) 、 6(b) 、 6(c) 、
 6(d)とはそれぞれ対応するものである。
This conical imaging will be further explained in detail with reference to FIGS. 4 and 5. Figures 4 (a) to (d) are schematic diagrams of the horizontal vibrator seen from the side, showing the relationship between the conical vibration state of the horizontal vibrator and the rotational state of the eccentric shaft, and Figure 5 is a diagram showing the conical vibration state of the horizontal vibrator FIG. 4 is a schematic view of the horizontal vibrator seen from the bottom showing the vibration state, and FIG.
and 6(a), 6(b), 6(c) in Figure 5,
6(d) correspond to each other.

まず、偏心軸62を第4図の矢印の如く回転させるもの
とする。このとき、偏心軸62が第4図(IL)に示す
ように紙面手前側に位置すると、水平振動機6は紙面向
側、すなわち第5図の6(a)の状態となる。続いて偏
心軸62が第4図(b)に示すように紙面左側に位置す
ると、水平振動機6は紙面右側、すなわち第5図の6Φ
)の状態となる。続いて偏心軸62が第4図(C)に示
すように紙面向側に位置すると、水平振動機6は紙面手
前側、すなわち第5図の6(c)の状態となる。さらに
続いて偏心軸62が第4図(d)に示すように紙面右側
に位置すると、水平振動機6は紙面左側、すなわち第5
図の6(d)の状態となる。このように、水平振動機6
は球面乃至曲面支持手段7の支持中心点Oを中心頂点と
して円錐振動、所謂みそすジ動作状の撮動を行う。なお
、第4図(a)乃至(d)において符号O′は中空管l
の軸、Gは偏心軸62の重心を示す。
First, it is assumed that the eccentric shaft 62 is rotated as shown by the arrow in FIG. At this time, when the eccentric shaft 62 is located on the front side of the paper as shown in FIG. 4 (IL), the horizontal vibrator 6 is placed on the paper side, that is, in the state shown in 6(a) of FIG. 5. Subsequently, when the eccentric shaft 62 is located on the left side of the page as shown in FIG. 4(b), the horizontal vibrator 6 is positioned on the right side of the page, that is, at
). Subsequently, when the eccentric shaft 62 is positioned toward the plane of the paper as shown in FIG. 4(C), the horizontal vibrator 6 is placed on the near side of the plane of the paper, that is, the state shown in 6(c) of FIG. 5. Further, when the eccentric shaft 62 is located on the right side of the paper as shown in FIG.
The state shown in FIG. 6(d) is reached. In this way, the horizontal vibrator 6
performs conical vibration, a so-called zigzag motion-like imaging, with the support center point O of the spherical or curved surface support means 7 as the central apex. In addition, in FIGS. 4(a) to (d), the symbol O' indicates the hollow tube l.
The axis G indicates the center of gravity of the eccentric shaft 62.

この実施例における本発明の砂杭造成装置は、以上の如
き構成よりなり、以下その操作作動について説明する。
The sand pile building apparatus of the present invention in this embodiment has the above-mentioned configuration, and its operation will be explained below.

まず、起振機2を作動させて中空管lを地盤中に所要深
度まで貫入させる。次に、砂投入口3から砂を中空管1
内に砂を投入する。それから、水平振動機6を作動させ
ながら中空管lを徐々に引き抜く。すると、水平振動機
6は円錐振動すると共に、第3図に示すように水平振動
機6のケーシング60および振動翼63が振動し、中空
管l中の砂を砂吐出口4から地盤中に吐出させると共に
、その吐出させた砂を突き固める。このとき、中空管1
と水平振動機6とは球面乃至曲面支持手段7により縁切
りされているので、水平振動機6は円錐振動を行うこと
ができ、従って中空管と水平振動機とが縁切りされてい
ない従来の砂杭造成装置に比較して、中空管l内の砂落
しの効果や砂の突き固め効果が優れている。
First, the exciter 2 is activated to penetrate the hollow tube 1 into the ground to a required depth. Next, pour sand from the sand inlet 3 into the hollow tube 1.
Put sand inside. Then, while operating the horizontal vibrator 6, the hollow tube l is gradually pulled out. Then, the horizontal vibrator 6 vibrates conically, and the casing 60 and vibrating blades 63 of the horizontal vibrator 6 vibrate as shown in FIG. At the same time as discharging the sand, the discharged sand is compacted. At this time, hollow tube 1
Since the horizontal vibrator 6 and the horizontal vibrator 6 are edged by a spherical or curved support means 7, the horizontal vibrator 6 can perform conical vibrations, so that the hollow tube and the horizontal vibrator 6 are edged by a spherical or curved support means 7. Compared to pile building equipment, it has a superior effect of removing sand from inside the hollow tube and compacting the sand.

以上のようにして、水平振動機6を作動させながら中空
管1を徐々に引き抜くことにより地盤中に砂杭を造成す
ることができる。
As described above, a sand pile can be created in the ground by gradually pulling out the hollow tube 1 while operating the horizontal vibrator 6.

第6図は本発明の砂杭造成装置の第2の実施例を示した
一部断面図である。この実施例のものは、球面乃至曲面
支持手段7に球面状の凹部の支持部材73&を設け、一
方水平振動機6に球面状の凸部61mを設け、その球面
凸部61&を前記球面凹部73aに嵌合してなるもので
、上述の実施例と同様の作用効果を果す。
FIG. 6 is a partial sectional view showing a second embodiment of the sand pile building apparatus of the present invention. In this embodiment, the spherical or curved surface support means 7 is provided with a support member 73& having a spherical concave portion, and the horizontal vibrator 6 is provided with a spherical convex portion 61m, and the spherical convex portion 61& is connected to the spherical concave portion 73a. , and achieves the same effect as the above-mentioned embodiment.

第7図は本発明の砂杭造成装置の第3の実施例を示した
一部断面図である。この実施例のものは、球面乃至曲面
支持手段7にベアリング、すなわち球部材73bを枚数
個並設し、一方水平振!tI機6に断面はぼ半円形状の
凹部61 bを設け、その凹部61bに球部材73bを
嵌合してなるものであって、上述の第1の実施例と同様
の作用効果を奏する。
FIG. 7 is a partial sectional view showing a third embodiment of the sand pile building device of the present invention. In this embodiment, several bearings, ie, spherical members 73b, are arranged in parallel on the spherical or curved surface support means 7, while the horizontal vibration! The I machine 6 is provided with a recess 61b having a semicircular cross section, and a spherical member 73b is fitted into the recess 61b, and the same effects as in the first embodiment described above are achieved.

なお、本発明の砂杭造成装置の球面乃至曲面支持手段は
、上述の実施例にのみ限定されるものではない。また、
中空管lを貫入させる手段としては中空管1に上下方向
の振動を与える起振機2以外のものであっても良い。
Note that the spherical or curved surface support means of the sand pile construction apparatus of the present invention is not limited to the above-mentioned embodiments. Also,
The means for penetrating the hollow tube 1 may be other than the vibrator 2 that vibrates the hollow tube 1 in the vertical direction.

以上の実施例からも明らかなように、本発明の砂杭造成
装置は、中空管に水平振動機を球面乃歪曲面支持手段を
介して支持したものであるから、中空管と水平振動機と
は縁切シされた状態にあシ、水平振動機は球面乃至曲面
支持手段の支持中心点を中心頂点として円錐振動し、こ
の結果中空管と水平振動機とが縁切シされていない従来
の砂杭造成装置と比較して、砂落しの効果や砂の突き固
め効果が優れているなどの効果がある。
As is clear from the above embodiments, the sand pile construction device of the present invention has a horizontal vibrator supported on a hollow tube via a spherical or curved surface support means, and therefore The horizontal vibrator vibrates conically around the support center point of the spherical or curved support means as the center apex, and as a result, the hollow tube and the horizontal vibrator are disconnected from each other. Compared to conventional sand pile construction equipment, it has a superior sand removal effect and sand tamping effect.

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

第1図乃至第5図は本発明の砂杭造成装置の第1の実施
例を示し、第1図は縦断面図、第2図および第3図は第
1図におけるII −II線断面図およびIn −II
I線断面図、第4図(a)乃至(d)は水平振動機の円
錐振動と偏心軸の回転状態との関係を示した水平振動機
の側面から見た概略図、第5図は水平振動機の円錐振動
状態を示した水平振動機の下面から見た概略図である。 第6図は本発明の砂杭造成装置の第2の実施例を示した
一部断面図、第7図は本発明の砂杭造成装置の第3の実
施例を示した一部断面図である。 ■・・・中空管、3・・・砂投入口、4・・・砂吐出口
、6・・・水平振動機、60・・・ケーシング、61・
・・凹部、61a・・・球面凸部、61b・・・凹部、
62・・・偏心軸、7・・・曲面支持手段、70・・・
リプ、71・・・取付腕、72・・・開口部、73・・
・支持部材、73a・・・球面凹部、73b・・・球部
材。 特許出願人 建設機械調査株式会社 代理人 弁理士 秋 本 正 実 第1図 特開口af;0−112918(4) 第2図 第3図
1 to 5 show a first embodiment of the sand pile construction device of the present invention, FIG. 1 is a longitudinal sectional view, and FIGS. 2 and 3 are sectional views taken along the line II-II in FIG. 1. and In-II
I-line sectional view, Figures 4 (a) to (d) are schematic views of the horizontal vibrator as seen from the side, showing the relationship between the conical vibration of the horizontal vibrator and the rotational state of the eccentric shaft, and Figure 5 is a horizontal FIG. 2 is a schematic diagram of a horizontal vibrator seen from the bottom, showing a conical vibration state of the vibrator. FIG. 6 is a partial sectional view showing a second embodiment of the sand pile making device of the present invention, and FIG. 7 is a partial sectional view showing the third embodiment of the sand pile making device of the present invention. be. ■...Hollow tube, 3...Sand inlet, 4...Sand discharge port, 6...Horizontal vibrator, 60...Casing, 61...
... recessed part, 61a ... spherical convex part, 61b ... recessed part,
62... Eccentric shaft, 7... Curved surface support means, 70...
Lip, 71... Mounting arm, 72... Opening, 73...
- Support member, 73a... Spherical recess, 73b... Spherical member. Patent Applicant Construction Machinery Research Co., Ltd. Agent Patent Attorney Tadashi Akimoto Figure 1 Special opening af; 0-112918 (4) Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 中空管の頂端部および下端に砂投入口および砂吐出口を
設け、その中空管の下端より水平振動機を下延させた砂
杭造成装置において、前記水平振動機は筒状のケーシン
グ内に駆動源を内蔵すると共に偏心軸を軸承し、その偏
心軸と駆動源とを連係し、ケーシングが軸に対して水平
方向に振動し得るように構成し、かくしてなる水平振動
機を前記中空管の下端に球面乃至曲面支持手段により、
その球面乃至曲面支持手段の支持中心点を中心頂点とし
て水平振動機が円錐振動し得るように支持し、前記球面
乃至曲面支持手段に砂が通る開口部を設けたことを特徴
とする砂杭造成装置。
In a sand pile building device in which a sand inlet and a sand outlet are provided at the top and bottom ends of a hollow tube, and a horizontal vibrator is extended downward from the bottom end of the hollow tube, the horizontal vibrator is installed inside a cylindrical casing. has a built-in drive source and supports an eccentric shaft, and the eccentric shaft and the drive source are linked to each other so that the casing can vibrate in the horizontal direction with respect to the shaft, and the horizontal vibrator thus formed is installed in the hollow With spherical or curved support means at the lower end of the tube,
A sand pile construction characterized in that a horizontal vibrator is supported so as to vibrate in a conical manner with the support center point of the spherical or curved surface support means as the center apex, and an opening through which sand passes is provided in the spherical or curved surface support means. Device.
JP22057483A 1983-11-25 1983-11-25 Sand pile forming device Pending JPS60112918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22057483A JPS60112918A (en) 1983-11-25 1983-11-25 Sand pile forming device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22057483A JPS60112918A (en) 1983-11-25 1983-11-25 Sand pile forming device

Publications (1)

Publication Number Publication Date
JPS60112918A true JPS60112918A (en) 1985-06-19

Family

ID=16753115

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22057483A Pending JPS60112918A (en) 1983-11-25 1983-11-25 Sand pile forming device

Country Status (1)

Country Link
JP (1) JPS60112918A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0477630U (en) * 1990-11-13 1992-07-07
EP0903441A2 (en) * 1997-09-20 1999-03-24 KELLER GRUNDBAU GmbH Method and device for placing an additive
KR102279785B1 (en) * 2020-08-06 2021-07-20 석정개발 주식회사 Boring method for boring ground and filling sand simultaneously for inserting Plastic Board Drain

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5020518A (en) * 1973-06-25 1975-03-04

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5020518A (en) * 1973-06-25 1975-03-04

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0477630U (en) * 1990-11-13 1992-07-07
EP0903441A2 (en) * 1997-09-20 1999-03-24 KELLER GRUNDBAU GmbH Method and device for placing an additive
EP0903441A3 (en) * 1997-09-20 1999-05-06 KELLER GRUNDBAU GmbH Method and device for placing an additive
KR102279785B1 (en) * 2020-08-06 2021-07-20 석정개발 주식회사 Boring method for boring ground and filling sand simultaneously for inserting Plastic Board Drain

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