JPS648131B2 - - Google Patents
Info
- Publication number
- JPS648131B2 JPS648131B2 JP9648283A JP9648283A JPS648131B2 JP S648131 B2 JPS648131 B2 JP S648131B2 JP 9648283 A JP9648283 A JP 9648283A JP 9648283 A JP9648283 A JP 9648283A JP S648131 B2 JPS648131 B2 JP S648131B2
- Authority
- JP
- Japan
- Prior art keywords
- casing
- sand
- inner rod
- rotating
- screw
- 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
- 239000004576 sand Substances 0.000 claims description 54
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 238000004804 winding Methods 0.000 claims description 10
- 238000010276 construction Methods 0.000 description 5
- 238000001514 detection method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000000605 extraction Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
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】
(産業上の利用分野)
本発明は、軟弱な地盤を改良する分野で利用さ
れる。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Use) The present invention is used in the field of improving soft ground.
本発明は、リーダに吊支される機枠の下部に外
周面スクリユーを有する回転ケーシングを回転可
能に垂下連設すると共に、この回転ケーシング内
に内杆を上下動可能に挿入して、これら回転ケー
シング及び内杆を機枠内に設けた回転駆動手段及
び上下駆動手段によりそれぞれ駆動させるように
し、しかして回転ケーシングを回転させながら地
盤中所定深さまで貫入した後、このケーシングを
回転状態で引き抜きつつ、装置上部の砂投入用ホ
ツパーから投入される砂を内杆の上下動により突
き固めながらケーシング下端より押出して地盤中
に砂杭を形成するようにした装置に関する。 In the present invention, a rotary casing having an outer circumferential surface screw is rotatably connected to the lower part of a machine frame suspended by a leader, and an inner rod is inserted into the rotary casing so as to be movable up and down. The casing and the inner rod are respectively driven by a rotation drive means and a vertical drive means provided in the machine frame, and after penetrating into the ground to a predetermined depth while rotating the rotary casing, the casing is pulled out while rotating. This invention relates to a device that forms sand piles in the ground by pushing out sand from a lower end of a casing while compacting it by vertical movement of an inner rod while charging sand from a sand charging hopper at the top of the device.
(従来技術)
一般に砂杭造成装置では、ケーシングの引抜き
にあたりケーシング内に供給される砂の供給状態
を確認するため、つまり砂がケーシング下方部へ
適正に流動下降しているかどうか、またケーシン
グ下端から確実に押出されて排出されているかど
うかを検知するために重錘式砂面検知装置が使用
される。この装置は、例えばクレーン本体側に設
置した検知装置本体のトルクウインチから延出し
た紐体を上方よりケーシング内に垂下してその先
端に取付けた重錘を挿入された砂の上面(砂面)
にあずけ、このあずけた状態でバランスをとるべ
く紐体が緊張を保つようにしておき、而してケー
シング及び内杆の引き上げに伴うケーシング内の
砂面の下降に従つて砂面上の重錘を吊持している
紐体を上記トルクウインチより繰り出されるよう
にしたものであつて、こうして紐体の繰り出し量
を検知装置本体側で測定しながら砂の流動・排出
状態を確認するものである。ところで、回転ケー
シングと上下動のみ可動で回転不可能な内杆を有
する従来の砂杭造成装置にあつては、内杆と回転
ケーシングとの間に直接砂が投入されるようにな
つているため、ケーシングを回転させながら引き
抜くとケーシング内の砂がケーシングと共に回転
することになつて上記砂面検知装置が適用でき
ず、つまり砂面上に置かれた重錘が砂の回転に伴
つて移動して適正な検知が行えず、したがつて砂
面の検知にあたつてはケーシングの引き抜き作業
を中断しなければならずそれがために砂杭造成作
業能率が悪くなつていた。(Prior art) Generally, in sand pile construction equipment, when pulling out the casing, it is necessary to check the supply status of sand supplied into the casing. A weight type sand surface detection device is used to detect whether sand is being reliably pushed out and discharged. In this device, for example, a cord extending from the torque winch of the detection device body installed on the crane body is hung from above into the casing, and a weight attached to the tip is inserted into the upper surface of the sand (sand surface).
The string is kept under tension in order to maintain balance in this resting state, and as the sand surface inside the casing descends as the casing and inner rod are pulled up, the weight on the sand surface is lowered. The string that suspends the sand is fed out from the torque winch, and the flow and discharge status of the sand can be confirmed while measuring the amount of feed of the string on the detection device main body. . By the way, in conventional sand pile construction equipment that has a rotating casing and an inner rod that can only move up and down but cannot rotate, sand is directly thrown between the inner rod and the rotating casing. If the casing is pulled out while rotating, the sand inside the casing will rotate together with the casing, making it impossible to apply the sand surface detection device described above.In other words, the weight placed on the sand surface will move as the sand rotates. Therefore, when detecting the sand surface, the work of pulling out the casing had to be interrupted, resulting in a decrease in the efficiency of the sand pile construction work.
また、従来装置にあつては、内杆は上下駆動手
段によつて所定ストローク(例えば1〜2m)間
上下動させるのみであつたから、砂の緻密な締め
固めを行うことができず、十分に圧密された砂杭
が得られ難かつた。 In addition, in the conventional device, the inner rod was only moved up and down for a predetermined stroke (for example, 1 to 2 m) by the up-and-down drive means, which made it impossible to compact the sand sufficiently. It was difficult to obtain consolidated sand piles.
本発明は上記のように問題点に鑑み、ケーシン
グの回転に伴う砂の回転を阻止することができる
ようにすると共に、砂をケーシング下端部におい
て効果的に圧密して押出しできるようにすること
を目的とする。 In view of the above-mentioned problems, the present invention aims to prevent the sand from rotating as the casing rotates, and to effectively compact and extrude the sand at the lower end of the casing. purpose.
(問題点を解決するための手段)
上記の目的を達成するための本発明の砂杭造成
装置は、回転ケーシング内に、上端が砂投入用ホ
ツパーに連設された固定管を、該回転ケーシング
の下端部近くまで挿入配備し、この回転ケーシン
グの内周面下端部には上記外周面のスクリユーと
は逆巻きのスクリユーを螺設し、更に上記内杆の
下端部に振動手段を設けてなることを特徴とす
る。(Means for Solving the Problems) In order to achieve the above object, the sand pile construction device of the present invention includes a fixed pipe whose upper end is connected to a sand charging hopper in a rotating casing. The rotary casing is inserted near the lower end thereof, a screw winding in the opposite direction to the screw on the outer peripheral surface is screwed into the lower end of the inner peripheral surface of the rotating casing, and a vibration means is further provided at the lower end of the inner rod. It is characterized by
(実施例)
次に本発明の一実施例を図面に基づいて説明す
る。(Example) Next, an example of the present invention will be described based on the drawings.
第1図は砂杭造成装置を示しており、この図に
おいて1はクローラクレーン等に立設装備される
リーダ(図示省略)に昇降自在に吊支される機枠
で、この機枠1の下部に、外周面の全長に亘りス
クリユー2を螺設した円筒状の回転ケーシング3
が垂下連設され、この回転ケーシング3内には該
ケーシング3内において所定ストローク間上下動
可能な中空軸状の内杆4が挿通されており、また
回転ケーシング3内には該ケーシング3より若干
径小の円筒状固定管5が該ケーシング3内周面と
の間に僅かな隙間をもつて嵌挿されており、更に
回転ケーシング3の内周面下端部には上記外周面
のスクリユー2とは逆巻きのスクリユー6が螺設
されている。7は砂投入用ホツパーで、機枠1内
に配置され、このホツパー7の下部に上記固定管
5の上端部が連通可能に連設されている。8は回
転ケーシング3を回転させる回転駆動手段、9は
内杆4を上下動させる上下駆動手段、10は内杆
4を振動させる振動手段としてのバイブロフロツ
トで、内杆4の下端部に装備してある。 Figure 1 shows a sand pile making device, and in this figure, 1 is a machine frame that is suspended from a leader (not shown) installed upright, such as a crawler crane, so that it can be raised and lowered, and the lower part of this machine frame 1 is A cylindrical rotating casing 3 has a screw 2 threaded over the entire length of its outer peripheral surface.
A hollow shaft-shaped inner rod 4 is inserted into the rotary casing 3 and is movable vertically within the casing 3 for a predetermined stroke. A small-diameter cylindrical fixed tube 5 is fitted with a slight gap between it and the inner peripheral surface of the casing 3, and a screw 2 on the outer peripheral surface of the rotary casing 3 is further fitted at the lower end of the inner peripheral surface of the rotating casing 3. A reverse winding screw 6 is installed. Reference numeral 7 denotes a sand charging hopper, which is disposed within the machine frame 1, and the upper end of the fixed pipe 5 is connected to the lower part of the hopper 7 so as to be able to communicate therewith. Reference numeral 8 denotes a rotation drive means for rotating the rotary casing 3, 9 a vertical drive means for moving the inner rod 4 up and down, and 10 a vibro float as a vibration means for vibrating the inner rod 4, which is installed at the lower end of the inner rod 4. be.
上記構造につき更に詳述すると、回転ケーシン
グ3の上端部は機枠1下部に設けられた軸受装置
11により宙架状態で回転自在に支持されてい
る。回転駆動手段8は、例えば機枠1内に設置さ
れた電動機12の出力軸13に固定のギヤ14
を、回転ケーシング3の上端部に固設したギヤ1
5に噛合させ、電動機12の回転によりギヤ1
4,15を介して回転ケーシング3を回転させる
ようにしたものである。上下駆動手段9は、例え
ば、機枠1上部において左右一対の油圧又は空圧
シリンダ16,16を、内杆3を挟んでその両側
に設置し、これらシリンダ16,16のピストン
ロツド16a,16a先端部を、内杆3上端に固
定した可動板17に連設してなるもので、これら
ピストンロツド16a,16aの一定ストローク
間の上下伸縮動作により内杆3を上下動させるよ
うにしている。バイブロフロツト10は、第2図
に示すように、円筒状のフロツト本体18内に、
電動機19を配備すると共にこの電動機19の出
力軸に一体連結させた偏心軸体20を軸架してな
るもので、電動機19の回転による偏心軸体20
の偏心回転によつてフロツト本体18に横方向
(内杆4の軸方向と交叉する方向)の振動を生ぜ
しめるようになつている。フロツト本体18はカ
ツプリング21を介して内杆4の下端に連結され
ている。また電動機19用のキヤプタイヤ22は
内杆4上端所要部から該内杆4の中空部4a内に
挿通されてフロツト本体18内の電動機19に接
続されている。 To explain the above structure in more detail, the upper end of the rotating casing 3 is rotatably supported in a suspended state by a bearing device 11 provided at the lower part of the machine frame 1. The rotation drive means 8 includes, for example, a gear 14 fixed to an output shaft 13 of an electric motor 12 installed in the machine frame 1.
The gear 1 is fixed to the upper end of the rotating casing 3.
5, and the rotation of the electric motor 12 causes the gear 1 to engage.
The rotary casing 3 is rotated via 4 and 15. The vertical drive means 9 includes, for example, a pair of left and right hydraulic or pneumatic cylinders 16, 16 installed on both sides of the inner rod 3 in the upper part of the machine frame 1, and the tips of piston rods 16a, 16a of these cylinders 16, 16. are connected to a movable plate 17 fixed to the upper end of the inner rod 3, and the inner rod 3 is moved up and down by the vertical expansion and contraction movements of these piston rods 16a, 16a during a constant stroke. As shown in FIG. 2, the VibroFlot 10 has a cylindrical float body 18 with
An electric motor 19 is provided and an eccentric shaft body 20 integrally connected to the output shaft of the electric motor 19 is mounted on the shaft.
The eccentric rotation of the float main body 18 causes vibration in the lateral direction (a direction intersecting the axial direction of the inner rod 4). The float body 18 is connected to the lower end of the inner rod 4 via a coupling 21. Further, a captire 22 for the electric motor 19 is inserted into the hollow portion 4a of the inner rod 4 from a required portion at the upper end of the inner rod 4, and is connected to the electric motor 19 within the float body 18.
回転ケーシング3内に挿入された固定管5の下
端は第1図で明らかなように、該ケーシング3下
端部に螺設してある逆巻きスクリユー6の上端近
くまで延びている。 As is clear from FIG. 1, the lower end of the fixed tube 5 inserted into the rotary casing 3 extends close to the upper end of a reverse winding screw 6 screwed into the lower end of the casing 3.
上述したような構成を有する砂杭造成装置の操
作にあたつては、先ず機枠1をリーダ(図示せ
ず)頂部より適当高さに懸吊支持し、また上下駆
動装置9たる各シリンダ16のピストンロツド1
6aを伸長位置(上昇位置)に保持しそれにより
内杆4を定位置に固定しておいて、回転駆動手段
8を作動させて回転ケーシング3を回転させ、昇
降操作用ワイヤー(図示せず)を繰り出しながら
この回転ケーシング3により地盤を削孔してゆ
く。こうして所定深さまでの削孔を終えたら、上
記ワイヤーの繰り出しを停止し、回転ケーシング
3は回転させた状態で、ホツパー7より固定管5
を通じて砂の投入を行う一方、上下駆動装置9及
びバイブロフロツト10を作動させまた昇降操作
用ワイヤーを巻き取り操作しながら回転ケーシン
グ3の引き抜き態勢に入る。固定管5を通つて回
転ケーシング3下端部に投入された砂は、内杆4
の上下運動及びバイブロフロツト10の横振動と
該ケーシング3内周面下端部の逆巻きスクリユー
6の回転押出し作用とにより締固めされながら、
回転ケーシング3の引き抜き操作に伴つて該ケー
シング3の下端より押出され、地盤中に砂杭を形
成してゆく。この回転ケーシング3の引き抜きに
際し、回転ケーシング3下部への砂の供給状態を
確認すべく重錘式砂面検知装置を使用して砂面を
検知するにあたつては、砂は実質的に固定管5内
に投入されていて回転ケーシング3と接触してい
ないため回転ケーシング3の回転に伴つて回転す
ることがなく、したがつて回転ケーシング3を回
転させたまま引き上げる際にも砂面の検知を行う
ことができる。尚、第1図中Wは紐体Hに吊支さ
れた砂面検知用の重錘、Sは砂面を示す。 In operating the sand pile making device having the above-described configuration, first, the machine frame 1 is suspended and supported at an appropriate height from the top of the leader (not shown), and each cylinder 16, which is the vertical drive device 9, is suspended from the top of the leader (not shown). piston rod 1
6a is held in the extended position (raised position), thereby fixing the inner rod 4 in a fixed position, the rotation driving means 8 is operated to rotate the rotating casing 3, and the lifting operation wire (not shown) is operated. The rotary casing 3 drills holes in the ground while being fed out. After drilling the hole to a predetermined depth in this way, the feeding of the wire is stopped, and while the rotating casing 3 is being rotated, the fixed pipe 5 is inserted from the hopper 7.
At the same time, the vertical drive device 9 and the vibro-float 10 are operated, and the rotating casing 3 is ready to be pulled out while the lifting operation wire is wound up. The sand introduced into the lower end of the rotating casing 3 through the fixed pipe 5 is transferred to the inner rod 4.
While being compacted by the vertical movement of the casing 3, the lateral vibration of the vibrofrot 10, and the rotating extrusion action of the reverse winding screw 6 at the lower end of the inner peripheral surface of the casing 3,
As the rotating casing 3 is pulled out, the casing 3 is pushed out from the lower end, forming a sand pile in the ground. When the rotating casing 3 is pulled out, a weight-type sand level detection device is used to detect the sand level in order to check the state of sand supply to the lower part of the rotating casing 3. The sand is substantially fixed. Since it is inserted into the pipe 5 and is not in contact with the rotating casing 3, it does not rotate with the rotation of the rotating casing 3. Therefore, even when the rotating casing 3 is pulled up while still rotating, the sand surface cannot be detected. It can be performed. In FIG. 1, W indicates a weight for detecting the sand surface, which is suspended from the string H, and S indicates the sand surface.
上記実施例では、振動手段はバイブロフロツト
に限る必要はなく他の適当な振動装置でもよく、
更に斯る振動手段は例えば起振機のようなものを
内杆上端部に連動させて内杆全体を振動させるよ
うにしてもよい。更に内杆上下駆動装置としては
所謂空気ばね装置を用いてもよい。 In the above embodiments, the vibrating means is not limited to the Vibrofloat, and may be any other suitable vibrating device.
Further, the vibrating means may include, for example, a vibrator, which is operated in conjunction with the upper end of the inner rod to vibrate the entire inner rod. Furthermore, a so-called air spring device may be used as the inner rod vertical drive device.
(発明の効果)
本発明によれば、回転ケーシング内に、上端が
砂投入用ホツパーに連設された固定管を、該ケー
シングの下端部近くまで嵌挿しているので、ホツ
パーより回転ケーシング内に投入された砂は実質
的に固定管内に貯まることになつて、回転ケーシ
ングが回転してもそれにより砂自体が回転される
ことはなく、したがつて砂面の検知にあたり、従
来のように回転ケーシングの回転を止めて引き抜
き作業を中断する必要がなく、連続して造成作業
が行える。また砂の回転が阻止できることから、
従来のように内杆に捩り作用が働いて内杆が破壊
されるといつた不都合がなくなる。更に本発明に
よれば、回転ケーシングの内周面下端部に該ケー
シング外周面のスクリユーとは逆巻きのスクリユ
ーを螺設しているので、この回転ケーシングを回
転させて引き抜きを行うとき、この逆巻きスクリ
ユーの作用でケーシング下端部の砂が効果的に圧
密されると共に確実に押出される。特に砕石を含
む砂の場合にはこの逆巻きスクリユーによりケー
シング下端部での砂詰りが防止できて一層効果が
ある。更にまた本発明によれば、内杆に振動手段
を設けているので、ケーシング引き抜き時に内杆
には上下駆動手段による上下運動とこの振動手段
による振動とが同時に作用することになり、しか
してこれら上下動と振動との相乗作用更にこれに
加え上記逆巻きスクリユーによる押圧作用によつ
て十分に圧密された強固な砂杭を造成できる効果
がある。(Effects of the Invention) According to the present invention, the fixed pipe whose upper end is connected to the sand charging hopper is inserted into the rotating casing up to near the lower end of the casing. The injected sand is essentially stored in the fixed tube, and even when the rotating casing rotates, the sand itself is not rotated. Therefore, when detecting the sand surface, the rotating casing is There is no need to stop the rotation of the casing to interrupt the extraction work, and the construction work can be performed continuously. Also, since it can prevent the rotation of sand,
This eliminates the inconvenience that occurs when the inner rod is destroyed due to twisting action as in the past. Furthermore, according to the present invention, a screw winding in the opposite direction to the screw on the outer peripheral surface of the casing is threaded onto the lower end of the inner peripheral surface of the rotating casing, so that when the rotating casing is rotated to perform extraction, the screw winding in the opposite direction is threaded onto the lower end of the inner peripheral surface of the rotating casing. As a result of this action, the sand at the lower end of the casing is effectively consolidated and reliably extruded. Particularly in the case of sand containing crushed stones, this reverse winding screw is more effective in preventing sand clogging at the lower end of the casing. Furthermore, according to the present invention, since the inner rod is provided with the vibration means, when the casing is pulled out, the vertical movement by the vertical drive means and the vibration by the vibration means act on the inner rod at the same time. In addition to the synergistic effect of vertical movement and vibration, the pressing effect of the reverse winding screw has the effect of creating a sufficiently consolidated and strong sand pile.
第1図は本発明に係る砂杭造成装置の一実施例
を示す縦断面図、第2図はバイブロフロツトを示
す拡大縦断面図である。
2……スクリユー、3……回転ケーシング、4
……内杆、5……固定管、6……逆巻きスクリユ
ー、7……砂投入用ホツパー、8……回転駆動手
段、9……上下駆動手段、10……バイブロフロ
ツト(振動手段)。
FIG. 1 is a vertical cross-sectional view showing an embodiment of the sand pile building apparatus according to the present invention, and FIG. 2 is an enlarged vertical cross-sectional view showing a vibrofloat. 2...screw, 3...rotating casing, 4
... Inner rod, 5 ... Fixed tube, 6 ... Reverse winding screw, 7 ... Sand charging hopper, 8 ... Rotation drive means, 9 ... Vertical drive means, 10 ... Vibro float (vibration means).
Claims (1)
クリユーを有する回転ケーシングを回転可能に垂
下連設すると共に、この回転ケーシング内に内杆
を上下動可能に挿入して、これら回転ケーシング
及び内杆を機枠内に設けた回転駆動手段及び上下
駆動手段によりそれぞれ駆動させるようにした砂
杭造成装置において、上記回転ケーシング内に、
上端が砂投入用ホツパーに連設された固定管を、
該回転ケーシングの下端部近くまで挿入配備し、
この回転ケーシングの内周面下端部には上記外周
面のスクリユーとは逆巻きのスクリユーを螺設
し、更に上記内杆に振動手段を設けてなることを
特徴とする砂杭造成装置。1. A rotary casing having a screw on the outer peripheral surface is rotatably hung and connected to the lower part of the machine frame suspended by the leader, and an inner rod is vertically movably inserted into the rotary casing, and these rotary casings and In a sand pile making device in which the inner rod is driven by a rotational drive means and a vertical drive means provided in the machine frame, in the rotating casing,
A fixed pipe whose upper end is connected to the sand charging hopper,
Insert and deploy near the lower end of the rotating casing,
A sand pile making device characterized in that a screw winding in the opposite direction to the screw on the outer circumferential surface is threaded onto the lower end of the inner circumferential surface of the rotary casing, and a vibration means is further provided on the inner rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9648283A JPS59220520A (en) | 1983-05-30 | 1983-05-30 | Sand pile former |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9648283A JPS59220520A (en) | 1983-05-30 | 1983-05-30 | Sand pile former |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59220520A JPS59220520A (en) | 1984-12-12 |
JPS648131B2 true JPS648131B2 (en) | 1989-02-13 |
Family
ID=14166273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9648283A Granted JPS59220520A (en) | 1983-05-30 | 1983-05-30 | Sand pile former |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59220520A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03115317U (en) * | 1990-03-12 | 1991-11-28 |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5130113A (en) * | 1974-11-22 | 1976-03-15 | Koho Gijutsu Kaihatsu Kk | NANJAKUJIBAN KAIRYOKOHO |
JPS5933740B2 (en) * | 1978-06-30 | 1984-08-17 | 不動建設株式会社 | sand pile creation equipment |
-
1983
- 1983-05-30 JP JP9648283A patent/JPS59220520A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03115317U (en) * | 1990-03-12 | 1991-11-28 |
Also Published As
Publication number | Publication date |
---|---|
JPS59220520A (en) | 1984-12-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0539079B1 (en) | Apparatus and method for constructing compacted granular or stone columns in soil masses | |
JPS648131B2 (en) | ||
JPS6346203B2 (en) | ||
JPH11270266A (en) | Pile-driving machine with cleaning structure | |
JPS59220522A (en) | Sand pile former | |
JPH0668167B2 (en) | Gravel pile construction method | |
JP2916598B2 (en) | Excavator | |
JPH0699901B2 (en) | Gravel pile construction method and equipment | |
JP2758129B2 (en) | Installation method of ground improvement pile | |
JP2776755B2 (en) | Soft ground improvement method and its equipment | |
JPS6343530B2 (en) | ||
JPS649411B2 (en) | ||
JPH07127044A (en) | Automatic forming method for crushed stone drain pile and device therefor | |
JP2535484B2 (en) | Ogre drain placing device | |
JPH01226916A (en) | Preparation device for gravel pile | |
CN206873437U (en) | A kind of ramming machine | |
JPS6323351B2 (en) | ||
JP4197385B2 (en) | Drive head device | |
JPH07100930B2 (en) | Sand pile building equipment | |
JPS59220519A (en) | Sand pile former | |
JPH0612033Y2 (en) | Pile building equipment | |
JPS59141622A (en) | Sand pile former | |
JPS63201264A (en) | Mortar injection apparatus | |
JPS648132B2 (en) | ||
JPH0799014B2 (en) | Vibration-free or low-vibration compaction pile construction method |