JPH029127B2 - - Google Patents
Info
- Publication number
- JPH029127B2 JPH029127B2 JP19065984A JP19065984A JPH029127B2 JP H029127 B2 JPH029127 B2 JP H029127B2 JP 19065984 A JP19065984 A JP 19065984A JP 19065984 A JP19065984 A JP 19065984A JP H029127 B2 JPH029127 B2 JP H029127B2
- Authority
- JP
- Japan
- Prior art keywords
- semi
- cylindrical body
- bottom plate
- cylinder
- boulders
- 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
- 239000004575 stone Substances 0.000 claims description 6
- 238000009412 basement excavation Methods 0.000 description 14
- 238000000034 method Methods 0.000 description 9
- 230000002093 peripheral effect Effects 0.000 description 7
- 238000005553 drilling Methods 0.000 description 4
- 238000005096 rolling process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009987 spinning Methods 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/36—Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は場所打ちコンクリート杭用の孔を掘削
する場合に、その孔内に玉石や転石があつた時に
その石を除去するために使用する装置に関するも
のである。[Detailed Description of the Invention] (Industrial Application Field) The present invention is used to remove boulders or boulders from the hole when excavating a hole for a cast-in-place concrete pile. It is related to the device.
(従来の技術)
場所打ち杭とは、工事現場において人力または
各種機械によつて、地中に縦孔を掘削して、その
孔内に鉄筋篭を立て込んでから生コンクリートを
充填して得られる基礎杭である。(Prior technology) Cast-in-place piles are obtained by drilling a vertical hole in the ground at a construction site by hand or using various machines, inserting a reinforcing bar cage into the hole, and then filling it with ready-mixed concrete. This is a foundation pile.
そしてこの場所打ち杭を造成する工法として
は、人力掘削による深礎工法、および各種機械を
使用するものとがあり、この機械掘削工法には、
大別するとベノト工法、アースドリル工法、リバ
ースサーキユレーシヨン工法、および大口径ボー
リングマシンを使用するB・H工法がある。 There are two methods for creating cast-in-place piles: deep foundation construction using manual excavation, and methods using various machines.
Broadly speaking, there are the Benoto method, the earth drill method, the reverse circulation method, and the B/H method, which uses a large-diameter boring machine.
(発明が解決しようとする問題点)
しかして深礎工法は、目視による人力掘削工法
であるから、孔内に玉石や転石が存在してもある
程度は除去することができるが、機械掘削による
工法では、掘削しようとする地中にある程度以上
の玉石や転石が存在すると掘削が不可能になると
いう問題点がある。(Problem to be solved by the invention) However, since the deep foundation construction method is a manual excavation method that uses visual inspection, even if there are boulders or boulders in the hole, it can be removed to some extent, but the method using mechanical excavation However, there is a problem in that if there are more than a certain amount of boulders or boulders in the ground that is being excavated, excavation becomes impossible.
本発明は上述の問題点を解決するためになされ
たもので、機械掘削による場所打ち杭用の孔内に
存在する玉石や転石類を、比較的簡単な装置を使
用して簡単な操作により有効に除去できるように
することにより、この種の機械掘削の能率を向上
させると共に、その適用範囲を拡張することを目
的とするものである。 The present invention was made to solve the above-mentioned problems, and is effective in removing boulders and boulders existing in holes for cast-in-place piles by mechanical excavation by using a relatively simple device and simple operation. The purpose of this project is to improve the efficiency of this type of mechanical excavation and expand its range of application by making it possible to remove the excavated materials.
(問題点を解決するための手段)
上述の目的を達成するために本発明において
は、有底中空円筒体をその中心線に沿つて二分割
し、この一方の半円筒体を前記円筒体の中心に配
置した伸縮駆動自在な伸縮筒の外筒に固定すると
共に、その底板部を半円筒体と分断して、この半
円形状の底板をヒンジを介して上方へ回動できる
ように半円筒体に取り付け、他方の半円筒体を前
記伸縮筒の内筒に固定し、この半円筒体の底板部
の切断縁部に山形状の突条を形成し、前記伸縮筒
の上端部をケリーバーの下端に連結して杭孔内に
昇降自在に吊り下げると共に、回転駆動できるよ
うにして杭孔内の石除去装置を構成する。(Means for Solving the Problems) In order to achieve the above-mentioned object, in the present invention, a hollow cylinder with a bottom is divided into two parts along its center line, and one of the semi-cylindrical bodies is divided into two parts. The semi-cylindrical body is fixed to the outer cylinder of the telescoping cylinder which is placed in the center and can be freely extended and retracted, and its bottom plate is separated from the semi-cylindrical body so that the semi-circular bottom plate can be rotated upward via the hinge. The other semi-cylindrical body is fixed to the inner cylinder of the telescoping cylinder, a chevron-shaped protrusion is formed on the cut edge of the bottom plate of the semi-cylindrical body, and the upper end of the telescoping cylinder is fixed to the inner cylinder of the telescoping cylinder. It is connected to the lower end and suspended in the pile hole so as to be able to rise and fall freely, and is rotatably driven to constitute a stone removal device in the pile hole.
(作用)
本発明装置は上述のように構成したから、杭孔
の機械掘削中において、玉石や転石に掘削装置が
遭遇してそれ以上の掘進が不可能になつた場合、
一旦その掘削装置を孔外へ引き出して後、ケリー
バーの下端に本発明装置をつけ替えて杭孔内に吊
り下げ、孔底付近まで降下させた後、伸縮筒を伸
張させて片方の半円筒体をさらに孔底に接するま
で押し下げると共に、ケリーバーを介して回転さ
せれば、孔底に存在する玉石や転石は押し下げら
れた半円筒体内の底板上に掬いとられる。(Function) Since the device of the present invention is configured as described above, when the excavation device encounters boulders or boulders during mechanical excavation of a pile hole and becomes unable to excavate any further,
Once the drilling equipment is pulled out of the hole, the device of the present invention is attached to the lower end of the Kelly bar, suspended in the pile hole, and lowered to near the bottom of the hole.The telescopic tube is extended and one semi-cylindrical body is By further pushing down until it touches the bottom of the hole and rotating it via the Kelly bar, the boulders and boulders existing at the bottom of the hole are scooped up onto the bottom plate inside the semi-cylindrical body that has been pushed down.
この状態で伸縮筒を縮めて元に戻せば、両側の
半円筒体が合致して中空円筒を形成する。したが
つてこの中空円筒をケリーバーと共に孔外に引き
上げることにより、孔内の玉石や転石を容易に除
去することができる。 If the telescopic cylinder is contracted and returned to its original state in this state, the semi-cylindrical bodies on both sides will meet to form a hollow cylinder. Therefore, by pulling this hollow cylinder out of the hole together with the Kelly bar, boulders and boulders inside the hole can be easily removed.
(実施例)
以下、図面について本発明の一実施例を説明す
る。図中1は地盤、2はクローラクレーン、3は
そのクローラ、4はクローラ3上に施回自在に設
けた施回台、5は施回台4に起伏自在に取り付け
たクレーンブーム、6はクレーンブーム5の先端
より昇降自在に吊り下げたケリーバー、7はケリ
ーバー6の回転駆動装置(油圧式)、8はこの回
転駆動装置7と施回台4とを連結する連結アー
ム、9はケリーバー6と平行にクレーンブーム5
の上部と回転駆動装置7との間に設けたスイベル
用ガイドロツド、10はケリーバー6の上方にお
いてケリーバー6に対して回転自在に設けた油圧
スイベルジヨイントで、このジヨイント10はそ
の案内部材10aを介してスイベル用ガイドロツ
ド9に対して摺動自在になつている。11は油圧
ホースリールで、このリール11で巻かれた油圧
ホース(図示せず)は、施回台4に設けた油圧供
給源(図示せず)と接続すると共に、スイベルジ
ヨイント10を介してケリーバー6の下端に連結
する本発明装置A内の後述する油圧シリンダと接
続するようになつている。(Example) Hereinafter, an example of the present invention will be described with reference to the drawings. In the figure, 1 is the ground, 2 is a crawler crane, 3 is its crawler, 4 is a rolling platform installed on the crawler 3 so that it can be moved freely, 5 is a crane boom attached to the rolling platform 4 so that it can be raised and lowered, and 6 is a crane A Kelly bar is suspended from the tip of the boom 5 so that it can be raised and lowered, 7 is a rotational drive device (hydraulic type) for the Kelly bar 6, 8 is a connecting arm that connects the rotational drive device 7 and the swing table 4, and 9 is a connection arm between the Kelly bar 6 and Crane boom 5 in parallel
The swivel guide rod 10 is a hydraulic swivel joint provided above the Kelly bar 6 so as to be rotatable relative to the Kelly bar 6, and the joint 10 is connected via its guide member 10a. The swivel guide rod 9 is slidable. Reference numeral 11 denotes a hydraulic hose reel, and a hydraulic hose (not shown) wound around this reel 11 is connected to a hydraulic pressure supply source (not shown) provided on the spinning table 4 and is also connected to a hydraulic hose reel (not shown) through a swivel joint 10. It is connected to a hydraulic cylinder, which will be described later, in the device A of the present invention, which is connected to the lower end of the Kelly bar 6.
なお第1図に示すケリーバー6の下端には、例
えば掘削装置であるアースドリル用のドリリング
バケツト(図示せず)も装着できるようになつて
いる。12はそのアースドリルによつて地盤1を
掘削してできた杭孔である。 Note that a drilling bucket (not shown) for an earth drill, which is an excavating device, can also be attached to the lower end of the Kelly bar 6 shown in FIG. 12 is a pile hole made by drilling the ground 1 with the earth drill.
つぎに第3図〜第7図について本発明の杭孔内
の石除去装置を説明する。13はケリーバー6の
下端とピン孔13aに挿通するピン(図示せず)
を介して着脱自在に連結できる角筒状の連結ブラ
ケツトで、13bはその座板である。14は座板
13bとフランジ14aを介してボルトおよびナ
ツト(図示せず)により連結した円筒状の外筒
で、この外筒14内に摺動自在に嵌合する円筒状
の内筒15を設け、この外筒14と内筒15とに
よつて伸縮筒Bを形成する。そしてこの外筒14
と内筒15内に油圧シリンダ16を挿入し、シリ
ンダ16の基部を連結ピン17により前記連結ブ
ラケツト13の下方に突設したブラケツト13c
に連結し、シリンダ16のピストンロツド16a
の下端を内筒15の下端部にピン18を介して連
結する。 Next, the apparatus for removing stones in a pile hole according to the present invention will be explained with reference to FIGS. 3 to 7. 13 is a pin (not shown) inserted into the lower end of the Kelly bar 6 and the pin hole 13a.
13b is a seat plate of a rectangular cylindrical connection bracket that can be detachably connected via the bracket. Reference numeral 14 denotes a cylindrical outer cylinder connected to the seat plate 13b and a flange 14a by bolts and nuts (not shown), and a cylindrical inner cylinder 15 that is slidably fitted into the outer cylinder 14 is provided. , the outer cylinder 14 and the inner cylinder 15 form a telescoping cylinder B. And this outer cylinder 14
A hydraulic cylinder 16 is inserted into the inner cylinder 15, and the base of the cylinder 16 is connected to a bracket 13c that projects below the connection bracket 13 using a connection pin 17.
The piston rod 16a of the cylinder 16
The lower end of the inner cylinder 15 is connected to the lower end of the inner cylinder 15 via a pin 18.
またバケツトCを形成するために、有底中空円
筒体をその中心線に沿つて二分割して半円筒体2
0,21を形成し、これら各半円筒体20,21
を合致させて得られる円筒体の中心に前記伸縮筒
Bを配置し、この伸縮筒Bの外筒14の下端部と
前記一方の半円筒体20の上縁部とを3本のビー
ム22により連結固定し、伸縮筒Bの内筒15の
下端部と前記他方の半円筒体21の上縁部付近と
を3本のビーム23により連結固定する。なお2
4はビーム22と半円筒体20との接合部におい
て半円筒体20の内周面に沿つて添設した半円弧
状の補強材で、25はビーム23と半円筒体21
との接合部において半円筒体21の内周面に沿つ
て添設した半円弧状の補強材である。 In addition, in order to form a bucket C, a hollow cylinder with a bottom is divided into two parts along its center line to form a semi-cylindrical body 2.
0, 21, and each of these semi-cylindrical bodies 20, 21
The telescopic tube B is placed at the center of the cylindrical body obtained by matching the above, and the lower end of the outer cylinder 14 of the telescopic tube B and the upper edge of the one semi-cylindrical body 20 are connected by three beams 22. The lower end of the inner cylinder 15 of the telescopic cylinder B and the vicinity of the upper edge of the other semi-cylindrical body 21 are connected and fixed by three beams 23. Note 2
Reference numeral 4 denotes a semi-circular reinforcing member attached along the inner peripheral surface of the semi-cylindrical body 20 at the joint between the beam 22 and the semi-cylindrical body 20;
This is a semi-circular reinforcing material attached along the inner circumferential surface of the semi-cylindrical body 21 at the joint with the semi-cylindrical body 21.
また半円筒体20の底板部は、その外周縁部2
0aを残して切欠し、半円形状の底板26をヒン
ジ27を介して半円筒体20の底板部の外周縁部
20aと連結すると共に、底板26の外周縁部2
6a(第5図参照)が前記外周縁部20aの上面
に一部重合するようにして、底板26をヒンジ2
7を支点として上方へ回動できるようにする。 Further, the bottom plate portion of the semi-cylindrical body 20 has an outer peripheral edge 2
The semicircular bottom plate 26 is connected to the outer peripheral edge 20a of the bottom plate portion of the semicylindrical body 20 via the hinge 27, and the outer peripheral edge 2 of the bottom plate 26 is
6a (see FIG. 5) partially overlaps the upper surface of the outer peripheral edge 20a, and attaches the bottom plate 26 to the hinge 2.
7 as a fulcrum to be able to rotate upward.
また半円筒体21の底板部21aの切断縁部を
折曲して山形状の突条21bを形成し、その下縁
部にビツト21cを配設して、そのビツト21c
の先端が底板部21aの下面より若干下方に突出
するようにする。なお21dは半円筒体21の周
壁部と底板部21aの隅角部に設けた補強材であ
る。 Further, the cut edge of the bottom plate portion 21a of the semi-cylindrical body 21 is bent to form a mountain-shaped protrusion 21b, and a bit 21c is arranged on the lower edge of the protrusion 21b.
The tip of the bottom plate portion 21a is made to project slightly downward from the lower surface of the bottom plate portion 21a. Note that 21d is a reinforcing material provided at the peripheral wall portion of the semi-cylindrical body 21 and the corner portion of the bottom plate portion 21a.
次に上述のように構成した本発明装置の使用方
法および作用を説明する。 Next, the method of use and operation of the apparatus of the present invention constructed as described above will be explained.
第1図に示すクローラクレーン2によつて吊り
下げたケリーバー6の下端に取り付けたアースド
リル(図示せず)等によつて、地盤1に杭孔12
を掘削中において、玉石や転石30に遭遇してそ
れ以上の掘進が不可能になつた場合は、一旦その
アースドリルを杭孔12から引き上げた後、ケリ
ーバー6の下端に本発明装置Aをつけ替えて杭孔
12内に吊り下げ、第1図のA′位置および第2
図に示すように孔底付近まで本発明装置を降下さ
せてから、伸縮筒B内の油圧シリンダ16を伸ば
して、内筒15を外筒14に対して降下させるこ
とにより、ビーム23を介して片方の半円筒体2
1を孔底に接するまで押し下げると共に、回転駆
動装置7によりケリーバー6を介してバケツトC
を第2図の矢印Dのように回転させる。バケツト
Cが回転すれば、玉石または転石30が半円筒体
21の底板部21aによつて掬いとられ、第2図
の鎖線図30′で示すようにバケツト内に収容さ
れる。この場合転石30が大きければ、半円筒体
20の底板26が第2図に示すように、ヒンジ2
7を支点として上方へ回動することにより転石3
0の通過を許容する。そして転石30の通過後は
底板26が自重によつて元の水平状態に戻る。 A pile hole 12 is drilled into the ground 1 using an earth drill (not shown) or the like attached to the lower end of the Kelly bar 6 suspended by the crawler crane 2 shown in FIG.
If, during excavation, a boulder or boulder 30 is encountered and further excavation becomes impossible, the ground drill should be pulled up from the pile hole 12, and then the device A of the present invention should be attached to the lower end of the Kelly bar 6. Then hang it in the pile hole 12 and place it in the A' position and the second position in Fig. 1.
As shown in the figure, after lowering the device of the present invention to near the bottom of the hole, the hydraulic cylinder 16 in the telescoping cylinder B is extended and the inner cylinder 15 is lowered relative to the outer cylinder 14. One semi-cylindrical body 2
1 is pushed down until it touches the bottom of the hole, and the rotary drive device 7 moves the bucket C through the Kelly bar 6.
Rotate it as shown by arrow D in Figure 2. When the bucket C rotates, boulders or boulders 30 are scooped up by the bottom plate portion 21a of the semi-cylindrical body 21 and housed in the bucket as shown by the chain line 30' in FIG. In this case, if the boulder 30 is large, the bottom plate 26 of the semi-cylindrical body 20 will be attached to the hinge 2 as shown in FIG.
Rolling stone 3 is rotated upward using 7 as a fulcrum.
Allow 0 to pass. After the boulders 30 have passed, the bottom plate 26 returns to its original horizontal state due to its own weight.
また半円筒体21の底板部の切断縁部に形成し
た山形状の突条21bは、一旦バケツト内部に収
容した石が再び外部に転り出るのを防止する機能
がある。 Further, the chevron-shaped protrusion 21b formed on the cut edge of the bottom plate portion of the semi-cylindrical body 21 has a function of preventing the stones once stored inside the bucket from rolling out again to the outside.
上述のようにして玉石または転石をバケツト内
に収容したならば、油圧シリンダ16を操作して
伸縮筒Bを縮めることにより、半円筒体21を第
7図の状態から第6図の状態に引き上げて、バケ
ツトCを閉じた後、クレーン装置によりケリーバ
ー6と共り本発明装置Aを孔外に引き上げれば、
杭孔12内の石を除去することができる。 Once the boulders or boulders have been accommodated in the bucket as described above, the semi-cylindrical body 21 is raised from the state shown in FIG. 7 to the state shown in FIG. 6 by operating the hydraulic cylinder 16 and contracting the telescopic cylinder B. Then, after closing the bucket C, if the device A of the present invention is lifted out of the hole together with the Kelly bar 6 by a crane device,
Stones within the pile hole 12 can be removed.
(発明の効果)
本発明装置は上述のように、比較的簡単な構造
であるため製造が容易である。またアースドリル
等の掘削装置を取り付けるケリーバーの下端につ
け替えて使用できるから、段取りおよび取り扱い
操作も容易である。そして本発明装置によれば、
杭孔内の玉石や転石類を容易に除去することがで
きるため、この種の機械掘削作業の能率を著しく
向上させることができると共に、玉石や転石のた
めに従来機械掘削が不可能であつた場所での機械
掘削を可能にして、その適用範囲を拡張すること
ができるというすぐれた効果が得られる。(Effects of the Invention) As described above, the device of the present invention has a relatively simple structure and is therefore easy to manufacture. Furthermore, since it can be used by replacing it with the lower end of the kelly bar to which excavation equipment such as an earth drill is attached, setup and handling operations are easy. According to the device of the present invention,
Since cobbles and boulders in the pile hole can be easily removed, the efficiency of this type of mechanical excavation work can be significantly improved, and it is also possible to remove cobbles and boulders from the pile hole, which previously made mechanical excavation impossible. The advantageous effect is that it enables mechanical excavation in places and extends its application range.
第1図は本発明装置の使用状態を示す立面図、
第2図はその要部の断面図、第3図は本発明装置
の立面図、第4図はその平面図、第5図は同底面
図、第6図は第3図のバケツト部を断面で示す立
面図、第7図はその片方の半円筒体が下降した状
態を示す立面図である。
1……地盤、2……クローラクレーン、6……
ケリーバー、7……回転駆動装置、12……杭
孔、A……本発明装置、B……伸縮筒、C……バ
ケツト、13……連結ブラケツト、14……外
筒、15……内筒、16……油圧シリンダ、20
……半円筒体、20a……外周縁部、21……半
円筒体、21a……底板部、21b……突条、2
2,23……ビーム、26……底板、27……ヒ
ンジ、30……玉石または転石。
FIG. 1 is an elevational view showing the state of use of the device of the present invention;
Figure 2 is a sectional view of the main parts, Figure 3 is an elevation view of the device of the present invention, Figure 4 is a plan view thereof, Figure 5 is a bottom view of the device, and Figure 6 shows the bucket part of Figure 3. FIG. 7 is an elevational view showing a state in which one of the semi-cylindrical bodies is lowered. 1...Ground, 2...Crawler crane, 6...
Kelly bar, 7... Rotation drive device, 12... Pile hole, A... Device of the present invention, B... Telescopic tube, C... Bucket, 13... Connection bracket, 14... Outer cylinder, 15... Inner cylinder , 16...hydraulic cylinder, 20
...Semi-cylindrical body, 20a...Outer peripheral edge portion, 21...Semi-cylindrical body, 21a...Bottom plate portion, 21b...Protrusion, 2
2, 23...Beam, 26...Bottom plate, 27...Hinge, 30...Boulder or boulder.
Claims (1)
し、この一方の半円筒体を前記円筒体の中心に配
置した伸縮駆動自在な伸縮筒の外筒に固定すると
共に、その底板部を半円筒体と分断して、この半
円形状の底板をヒンジを介して上方へ回動できる
ように半円筒体に取り付け、他方の半円筒体を前
記伸縮筒の内筒に固定し、この半円筒体の底板部
の切断縁部に山形状の突条を形成し、前記伸縮筒
の上端部をケリーバーの下端に連結して杭孔内に
昇降自在に吊り下げると共に、回転駆動できるよ
うにした事を特徴とする杭孔内の石除去装置。1 A hollow cylindrical body with a bottom is divided into two parts along its center line, and one of the semi-cylindrical bodies is fixed to the outer cylinder of an extendable and retractable cylinder arranged at the center of the cylindrical body, and its bottom plate is The semi-cylindrical body is separated from the semi-cylindrical body, the semi-circular bottom plate is attached to the semi-cylindrical body via a hinge so that it can rotate upwardly, the other semi-cylindrical body is fixed to the inner cylinder of the telescopic cylinder, and this semi-circular bottom plate is attached to the semi-cylindrical body so as to be able to rotate upwardly. A chevron-shaped protrusion is formed on the cut edge of the bottom plate of the cylindrical body, and the upper end of the telescoping tube is connected to the lower end of the Kelly bar so that it can be hung up and down in the pile hole and rotated. A device for removing stones in pile holes, which is characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19065984A JPS6168925A (en) | 1984-09-13 | 1984-09-13 | Device of removing stone in pile hole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19065984A JPS6168925A (en) | 1984-09-13 | 1984-09-13 | Device of removing stone in pile hole |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6168925A JPS6168925A (en) | 1986-04-09 |
JPH029127B2 true JPH029127B2 (en) | 1990-02-28 |
Family
ID=16261765
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19065984A Granted JPS6168925A (en) | 1984-09-13 | 1984-09-13 | Device of removing stone in pile hole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6168925A (en) |
-
1984
- 1984-09-13 JP JP19065984A patent/JPS6168925A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6168925A (en) | 1986-04-09 |
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