JPH0344193B2 - - Google Patents
Info
- Publication number
- JPH0344193B2 JPH0344193B2 JP20582383A JP20582383A JPH0344193B2 JP H0344193 B2 JPH0344193 B2 JP H0344193B2 JP 20582383 A JP20582383 A JP 20582383A JP 20582383 A JP20582383 A JP 20582383A JP H0344193 B2 JPH0344193 B2 JP H0344193B2
- Authority
- JP
- Japan
- Prior art keywords
- rod
- holder
- replenishment
- supplementary
- excavation
- 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
- 238000009412 basement excavation Methods 0.000 claims description 22
- 238000005553 drilling Methods 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 9
- 239000012530 fluid Substances 0.000 claims 2
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
本発明は多軸掘削機にかゝり、特に掘削ロツド
の継足し方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a multi-spindle excavator, and more particularly to a method for adding a drilling rod.
地中に土留壁等の構築あるいは深層混合処理に
より地盤を改良する場合、2乃至数本の掘削ロツ
ドを並設してこれを一斉駆動し、地中に一列の竪
穴列を掘削する多軸掘削機が用いられる。 When improving the ground by constructing earth retaining walls or deep mixing, multi-axis drilling involves installing two or several drilling rods in parallel and driving them all at once to excavate a row of vertical holes underground. A machine is used.
しかして長大な掘削ロツドを有する多軸掘削機
を使用し得ない場所において深い竪穴を掘削する
必要がある場合には、駆動部に連結される掘削ロ
ツドで所定の深さまで掘削したのちその掘削ロツ
ドの上端に継足しロツドを継足してさらに掘削を
継続する方法がとられる。 However, if it is necessary to excavate a deep hole in a location where it is not possible to use a multi-axis excavator with a long excavation rod, the excavation rod connected to the drive unit excavates to a predetermined depth, and then the excavation rod is A method is used to continue excavation by adding an additional rod to the upper end of the excavation.
一方、多軸掘削機は、掘削ロツドの個々に駆動
モータを有し、各掘削ロツドを各対応するモータ
の出力軸に連結して独立駆動するようにした独立
駆動型のものと、1つのモータで複数本の掘削ロ
ツドをギヤ系列を介して一斉駆動する合流型のも
のがある。 On the other hand, multi-shaft excavators are divided into independent drive types, in which each excavator rod has a drive motor, and each excavator rod is connected to the output shaft of the corresponding motor so that each excavator is driven independently, and a multi-axis excavator has a single motor. There is also a merging type that drives multiple drilling rods at the same time via a gear system.
いずれの型式の多軸掘削機であつても、掘削ロ
ツドの接続端部は、例えば6角形状の突軸および
これが整合して嵌合する6角形状の孔を有し、こ
れら突軸と孔とを嵌合したのち突軸の一部を含ん
で貫通するピンにより回り止めおよび抜け止めし
て接続するようになつているが、その接続時に突
軸と孔との整合位置が確実に一致しないと嵌合さ
せることができず、その位置合せが容易でない。
これは独立駆動型の多軸掘削機の場合は各掘削ロ
ツドを個別に回動して位置合せができるが、モー
タを所定の位置で停止させること自体非常に難か
しい。また合流型の多軸掘削機な場合は、すべて
の出力軸の位置が一致しているとは限らず、その
ためそれぞれの出力軸の位置を合わせて接続しな
ければならないという難かしさがある。 In any type of multi-shaft excavator, the connecting end of the drilling rod has, for example, a hexagonal protruding shaft and a hexagonal hole into which the hexagonal protruding shaft aligns and fits. After the two are mated together, a pin that penetrates through a part of the protruding shaft is used to prevent rotation and removal, but when connecting, the alignment position of the protruding shaft and the hole does not match reliably. It is not easy to align the two.
In the case of an independently driven multi-shaft excavator, each excavator rod can be rotated individually for alignment, but it is very difficult to stop the motor at a predetermined position. In addition, in the case of a combined type multi-shaft excavator, the positions of all output shafts do not necessarily match, which poses the difficulty of having to align the positions of each output shaft and connect them.
本発明はこれに鑑み、継足しロツドを継足しホ
ルダにより保持し、このホルダを駆動部と地中に
埋入した掘削ロツドとの間に持ちきたし、この位
置で継足しロツドを回転させて接続端部の突軸と
孔との位置合せを行ない、これが整合したとき継
足しロツドを上昇させて駆動部の出力軸と継足し
ロツドとを連結させ、連結後駆動部を下げて継足
しロツドと地中の掘削ロツドとを連結するように
したことにより従来の問題点の解消をはかつた多
軸掘削機の掘削ロツド継足し方法を提供するもの
である。 In view of this, the present invention holds the replenishment rod by a replenishment holder, brings this holder between the drive part and the excavation rod buried underground, and connects the replenishment rod by rotating it at this position. Align the protruding shaft on the end with the hole, and when they are aligned, raise the additional rod to connect the output shaft of the drive section and the additional rod. After connection, lower the drive section and connect the additional rod. The present invention provides a method for adding a drilling rod to a multi-shaft excavator, which solves the conventional problems by connecting the drilling rod to an underground drilling rod.
以下、本発明を図面に示す実施例を参照して説
明する。 The present invention will be described below with reference to embodiments shown in the drawings.
図に示す実施例は、便宜上2本の掘削ロツド1
A,1Bを有する多軸掘削機の場合であつて、そ
の掘削機はベースマシン2に立設されたタワー3
の前面に、モータ、減速機等を搭載した駆動部4
がガイドレールにそつてワイヤロープ6により昇
降自在に吊持されてベースマシン2に搭載のウイ
ンチにより巻上げ巻下し駆動自在とされており、
この駆動部4の下面に突出する出力軸7A,7B
に掘削ロツド1A,1Bが接続されている。 For convenience, the embodiment shown in the figure uses two drilling rods 1.
In the case of a multi-axis excavator having A and 1B, the excavator is installed on a tower 3 installed on a base machine 2.
A drive unit 4 equipped with a motor, reducer, etc. is mounted on the front of the
is suspended by a wire rope 6 along a guide rail so that it can be raised and lowered freely, and can be driven up and down by a winch mounted on the base machine 2.
Output shafts 7A and 7B protruding from the lower surface of this drive section 4
Excavation rods 1A and 1B are connected to the excavation rods 1A and 1B.
継足しロツド8A,8Bを保持する継足しホル
ダ9は、第3図乃至第5図に示す実施例において
用いるものにおいては、上部ホルダ10と下部ホ
ルダ11とを有しており、これらは前記タワー3
の一側に突出するようタワー3の周りを旋回回動
し得る上下のアーム12により支持されている。 The replenishment holder 9 that holds the replenishment rods 8A, 8B has an upper holder 10 and a lower holder 11 in the embodiment shown in FIGS. 3 to 5, which are attached to the tower. 3
It is supported by upper and lower arms 12 that can pivot around the tower 3 so as to protrude to one side of the tower.
上部ホルダ10は、継足しロツド8A,8Bが
挿通される孔13,13を有するものであり、下
部ホルダ11は第4図に拡大断面を示すように継
足しロツド8A,8Bを回動自在に支持する手
段、および昇降させる手段を備えている。 The upper holder 10 has holes 13, 13 through which the addition rods 8A, 8B are inserted, and the lower holder 11 has holes 13, 13 through which the addition rods 8A, 8B are inserted, and the lower holder 11 allows the addition rods 8A, 8B to rotate freely, as shown in an enlarged cross section in FIG. It has means for supporting and means for raising and lowering.
上記回転手段は、継足しロツド8A,8Bの間
隔に合せ軸受14,14により回転自在に支持さ
れたギヤ15,15と、このギヤ15,15に噛
合されモータ16,16によつて駆動されるギヤ
17,17と、前記ギヤ16,16の軸心にスプ
ライン嵌合により軸方向可動に挿通された中空軸
状の押上げ軸18,18とからなつており、昇降
手段は前記押上げ軸18,18の下端を押上げる
油圧シリンダ19,19により構成されている。
そして押上げ軸18,18の下端には継足しロツ
ド8A,8Bを保持するためのチヤツク20,2
0が設けられている。 The rotating means is driven by motors 16, 16 which are meshed with gears 15, 15 which are rotatably supported by bearings 14, 14 in accordance with the spacing between the supplementary rods 8A, 8B. It consists of gears 17, 17 and hollow push-up shafts 18, 18 which are inserted through the axes of the gears 16, 16 so as to be movable in the axial direction by spline fitting, and the lifting means is the push-up shaft 18. , 18 are configured by hydraulic cylinders 19, 19 that push up the lower ends of the cylinders.
At the lower ends of the push-up shafts 18, 18 are chucks 20, 2 for holding additional rods 8A, 8B.
0 is set.
前記上下ホルダ10,11は、第3図に平面を
示すようにアーム12の旋回により駆動部4の直
下の掘削位置イと、この位置からほゞ90゜旋回退
避した退避位置ロとにわたり移動されるようにな
つている。しかしこの継足しホルダ9はアーム1
2を用いず、タワー3に回動可能とした軸受を設
け、この軸受に直接上下のホルダ10,11を取
付けるようにしてもよい。図において21は継足
しロツド8A,8Bを上昇させたのちそのロツド
8A,8Bと地中に埋入している掘削ロツド1
A,1Bとの位置合せ接続に用いるアダプタ、2
2は掘削機側に取付けられて掘削ロツド1A,1
Bの間隔を規制する下部振止めである。 The upper and lower holders 10 and 11 are moved by the rotation of the arm 12 between an excavation position A directly below the drive unit 4 and a retracted position B, which is rotated approximately 90 degrees from this position and retracted, as shown in the plane in FIG. It is becoming more and more common. However, this additional holder 9 is
2, the tower 3 may be provided with a rotatable bearing, and the upper and lower holders 10, 11 may be directly attached to this bearing. In the figure, 21 is the additional rod 8A, 8B that has been raised, and the excavation rod 1 buried underground.
Adapter used for alignment connection with A and 1B, 2
2 is attached to the excavator side and the excavating rod 1A, 1
This is the lower steady rest that regulates the distance between B.
つぎに上記実施例に示す本発明方法の実施形態
について第5図A乃至Fを参照して説明する。 Next, embodiments of the method of the present invention shown in the above examples will be described with reference to FIGS. 5A to 5F.
地中に竪穴を掘削するに際しては、第1図、第
2図のように掘削機を設置し、第1段の掘削ロツ
ド1A,1Bにより地中を掘削し、並列する竪穴
の削孔を行なう。 When excavating a vertical hole underground, an excavator is installed as shown in Figures 1 and 2, and the first stage drilling rods 1A and 1B are used to excavate underground, and parallel vertical holes are drilled. .
この第1段の削孔が終つたら駆動部4と出力軸
7A,7Bから先きの掘削ロツド1A,1Bを切
離しする。この間に継足しホルダ9を退避位置口
においてその上部ホルダ10および下部ホルダ1
1に継足しロツド8A,8Bを保持させておく。
この保持には、継足しロツド8A,8Bをクレー
ン等により吊持して上部ホルダ10の孔13,1
3に挿通状態とするとともに、下端を下部ホルダ
11の押上げ軸18,18内に挿通し、チヤツク
20,20により保持しておく。 When this first stage drilling is completed, the drilling rods 1A and 1B are separated from the drive unit 4 and the output shafts 7A and 7B. During this time, the upper holder 10 and the lower holder 1 are added at the retracted position opening.
1 and hold the rods 8A and 8B.
For this holding, the additional rods 8A and 8B are suspended by a crane or the like, and the holes 13 and 1 of the upper holder 10 are
3, the lower end is inserted into the push-up shafts 18, 18 of the lower holder 11, and held by the chucks 20, 20.
前記のように第1段の掘削ロツド1A,1Bに
より削孔が完了したとき駆動部4の出力軸7A,
7Bから掘削ロツド1A,1Bを切離したのち第
5図Aのように駆動部4を上昇させ、この駆動部
4の出力軸7A,7Bと地中の掘削ロツド1A,
1Bの上端との間に継足しホルダ9を旋回移動さ
せ、掘削位置イへ整合させる。 As mentioned above, when drilling is completed by the first stage drilling rods 1A, 1B, the output shafts 7A,
After separating the excavating rods 1A and 1B from the excavating rods 1A and 7B, the drive section 4 is raised as shown in FIG.
The replenishment holder 9 is rotated between the upper end of the hole 1B and aligned with the excavation position A.
そして継足しホルダ9に支持されている継足し
ロツド8A,8Bの一方8Aの上端と駆動部4の
一方の出力軸7Aとの各非円形の孔と突軸とを位
置合せする。このとき孔と突軸とが整合していな
い場合には、その継足しロツド8A側のモータ1
6を起動し、ギヤ17,15を介して押上げ軸1
8を回動させ、これに嵌合保持されている継足し
ロツド8Aを回動して孔と突軸との位置合せを行
なう。これが整合したとき昇降手段の油圧シリン
ダ19に圧力油を供給してそのロツドを伸長さ
せ、押上げ軸18を上昇させて継足しロツド8A
の上端と駆動部4の出力軸7Aとの孔と突軸とを
嵌合させ、ピンを打つて第5図Bのように接続を
完了する。 Then, the upper end of one of the replenishment rods 8A, 8B supported by the replenishment holder 9 is aligned with each non-circular hole and the protruding shaft of one output shaft 7A of the drive section 4. At this time, if the hole and the protruding shaft are not aligned, remove the motor 1 on the additional rod 8A side.
6, the push-up shaft 1 is activated via gears 17 and 15.
8 is rotated, and the additional rod 8A fitted and held therein is rotated to align the hole and the protruding shaft. When these are aligned, pressure oil is supplied to the hydraulic cylinder 19 of the elevating means to extend the rod, and the push-up shaft 18 is raised to add additional rod 8A.
The upper end of the drive unit 4 and the output shaft 7A of the output shaft 7A are fitted with the hole and the protruding shaft, and a pin is driven to complete the connection as shown in FIG. 5B.
また他方の継足しロツド8Bと駆動部4の出力
軸7Bとの孔と突軸とが不整合な場合にも、前記
と同様にその側のモータ16を駆動して位置合せ
し、位置が合つたところで第5図Cのように継足
しロツド8Bを上昇させて前記と同様に接続す
る。 In addition, even if the holes and protruding shafts of the other extension rod 8B and the output shaft 7B of the drive section 4 are not aligned, the motor 16 on that side is driven and aligned in the same manner as described above, and the positions are aligned. At this point, as shown in FIG. 5C, the connecting rod 8B is raised and connected in the same manner as above.
そして駆動部4の出力軸7Aに既に接続した継
足しロツド8Aの下端と地中の掘削ロツド1Aの
上端間とを第5図Dのようにアダプタ21によつ
て接続する。 Then, the lower end of the supplementary rod 8A already connected to the output shaft 7A of the drive section 4 and the upper end of the underground excavating rod 1A are connected by an adapter 21 as shown in FIG. 5D.
このようにして今度は後から継足した継足ロツ
ド8Bの下端と地中の掘削ロツド1Bとの孔と突
軸とを位置合せする。それには下部ホルダ11の
モータ16を駆動し、継足しロツド8Bを回す
か、駆動部4が合流型である場合には駆動部4を
駆動し、継足しロツド8Aと他方の継足しロツド
8Bを回して行なう。 In this way, the lower end of the joint rod 8B added later is aligned with the hole of the underground excavation rod 1B and the protruding shaft. To do this, either drive the motor 16 of the lower holder 11 and turn the addition rod 8B, or if the drive section 4 is a combined type, drive the drive section 4 and turn the addition rod 8A and the other addition rod 8B. Turn it and do it.
上記位置合せが完了したら、第5図Eのように
継足しホルダ9を継足しロツド8A,8Bから外
して退避位置ロへ旋回退避させ、ついで第5図F
のように駆動部4を下降させて継足しロツド8
A,8Bの下端と地中の掘削ロツド1A,1Bの
上端との孔と突軸とを嵌合させて接続することに
より接続を完了する。 When the above alignment is completed, remove the refill holder 9 from the refill rods 8A and 8B as shown in FIG.
Lower the drive unit 4 and add additional rod 8 as shown.
The connection is completed by fitting the holes and protruding shafts of the lower ends of the rods A and 8B and the upper ends of the underground excavation rods 1A and 1B to complete the connection.
こうして継足しロツド8A,8Bにより掘削が
継続され、この継足しロツド8A,8Bも地中に
埋入されたときは前記と同様の操作によりつぎの
継足しロツドを接続することにより竪穴の掘削を
行なう。 In this way, the excavation is continued by the supplementary rods 8A and 8B, and when the supplementary rods 8A and 8B are also buried underground, the drilling of the vertical hole is continued by connecting the next supplementary rod using the same operation as described above. Let's do it.
なお上記実施例では、継足しホルダ9に上部ホ
ルダ10と下部ホルダ11とを設け、この下部ホ
ルダ11に継足しロツド8A,8Bの回動手段お
よび昇降手段を設けた場合について説明したが、
これらは下部振止め22を利用して実施すること
も可能である。 In the above embodiment, the upper holder 10 and the lower holder 11 are provided in the replenishment holder 9, and the lower holder 11 is provided with a rotating means and a lifting means for the replenishment rods 8A and 8B.
These can also be implemented using the lower steady rest 22.
この例の場合は、第6図Aのように継足しホル
ダ9は上部ホルダ10のみで構成し、ギヤ15,
17、モータ16,16、押上げ軸18,18、
油圧シリンダ19,19等は下部振止め22内に
装備される。 In this example, as shown in FIG. 6A, the additional holder 9 is composed of only the upper holder 10,
17, motor 16, 16, push-up shaft 18, 18,
The hydraulic cylinders 19, 19, etc. are installed inside the lower steady rest 22.
そして継足し工程は前記実施例の場合と同様で
あるので、第6図A乃至Eに第5図A乃至Fと対
応させて記載し、対応する部材には同一符号を付
して説明を省略する。 Since the replenishment process is the same as in the previous embodiment, FIGS. 6A to 6E are shown in correspondence with FIGS. do.
また、上記実施例においては、継足しホルダ9
あるいは下部振止め22内のギヤ15,17、モ
ータ16,16によつて押上げ軸18,18を回
転させることにより継足しロツド8A,8Bを回
転調整できるようにした例について説明したが、
例えば押上げ軸18,18に継足しロツド8A,
8Bを保持した状態で手動その他の手段により回
転調整できるものであれば上記例によらずとも実
施することが可能である。 In addition, in the above embodiment, the additional holder 9
Alternatively, an example has been described in which the rotation of the additional rods 8A, 8B can be adjusted by rotating the push-up shafts 18, 18 using the gears 15, 17 in the lower steady rest 22 and the motors 16, 16.
For example, the rod 8A added to the push-up shafts 18, 18,
If the rotation can be adjusted manually or by other means while holding 8B, it is possible to implement it without using the above example.
以上説明したように、本発明は、継足しロツド
を予じめ掘削位置外の退避位置において継足しホ
ルダに保持させておき、第1段の掘削が完了した
ときその掘削ロツドと駆動部とを切離して離間さ
せた間に前記継足しホルダを旋回移動させること
によりすべての継足しロツドを一斉に所定位置に
位置付けすることができ、しかるのち継足しロツ
ドを回転して接続端部の孔と突軸との位置合せを
行なうことにより接続するので、継足しロツドが
多数本を要する多軸掘削機であつても高能率に接
続することができる優れた効果がある。 As explained above, the present invention allows the replenishment rod to be held in the replenishment holder in advance at a retracted position outside the excavation position, and when the first stage of excavation is completed, the excavation rod and the drive section are connected to each other. By pivoting the replenishment holder while they are separated and separated, all the replenishment rods can be positioned at the same time in a predetermined position, and then the replenishment rods are rotated to align them with the holes in the connecting ends. Since the connection is made by aligning with the shaft, there is an excellent effect that even a multi-shaft excavator requiring a large number of additional rods can be connected with high efficiency.
第1図は本発明を実施する掘削機の一例を示す
側面図、第2図は同正面図、第3図は継足しホル
ダの一例を示す平面図、第4図は同下部ホルダの
断面図、第5図A〜Fは同継足しロツドの継足し
工程を示す説明図、第6図A〜Eは同他の実施例
の継足し工程を示す説明図である。
1A,1B掘削ロツド、3……タワー、4……
駆動部、7A,7B……出力軸、8A,8B……
継足しロツド、9……継足しホルダ、10……上
部ホルダ、11……下部ホルダ、18……押上げ
軸。
Fig. 1 is a side view showing an example of an excavator implementing the present invention, Fig. 2 is a front view of the same, Fig. 3 is a plan view showing an example of a supplementary holder, and Fig. 4 is a sectional view of the lower holder. , FIGS. 5A to 5F are explanatory diagrams showing the replenishment process of the same replenishment rod, and FIGS. 6A to 6E are explanatory diagrams showing the replenishment process of another embodiment. 1A, 1B drilling rod, 3...tower, 4...
Drive section, 7A, 7B... Output shaft, 8A, 8B...
Additional rod, 9...Additional holder, 10...Upper holder, 11...Lower holder, 18...Push-up shaft.
Claims (1)
駆動部を有し、この駆動部の複数の出力軸にそれ
ぞれ掘削ロツドを接続して同時に複数の竪穴を掘
削する多軸掘削機を用いるものにおいて、前記タ
ワーの周りに掘削位置と側方退避位置とにわたり
旋回駆動可能な継足しホルダを装備し、この継足
しホルダに予じめ前記駆動部の出力軸と同数の継
足しロツドを保持させ、第1段の掘削ロツドによ
り所定深さまで掘削したのち駆動部の出力軸を掘
削ロツドから切離して駆動部を上昇させ、その駆
動部と前記掘削ロツドとの間に前記継足しホルダ
を旋回移動させてこの継足しロツドを手動または
モータ等により回転させて駆動部の出力軸と継足
しロツドとの接続端の非円形孔とこれに合致する
非円形突軸とを整合させ、ついで継足しロツドを
継足しホルダ等に設けられた昇降手段により上昇
させて上記孔と突軸とを嵌合して接続させ、継足
しホルダに支持されている他の継足しロツドを前
記と同様に出力軸と継足しロツドとの孔と突軸と
を整合させて上昇接続し、すべての継足しロツド
を継続したのち空になつた継足しホルダを側方退
避位置に旋回退避させてこれにつぎなる継足しロ
ツドをセツトする一方、前記駆動部を下降してこ
の駆動部に接続された継足しロツドの下端を地中
の掘削ロツドの上端に接続して複数の竪穴を継続
して掘削することを特徴とする多軸掘削機の堀削
ロツド継足し方法。 2 前記継足しロツドの回転および上昇を、前記
継足しホルダの下部ホルダに搭載のモータと流体
シリンダとで行なうことを特徴とする特許請求の
範囲第1項記載の多軸掘削機の掘削ロツド継足し
方法。 3 前記継足しロツドの回転および上昇を、掘削
ロツド間を拘束して間隔を一定に保つ下部振止め
に搭載のモータと流体シリンダとで行なうことを
特徴とする特許請求の範囲第1項記載の多軸掘削
機の掘削ロツド継足し方法。 4 前記継足しロツドの回転を、前記継足しホル
ダの下部ホルダもしくは下部振止めに該継足しロ
ツドを保持した状態にて手動またはその他の手段
により行なうことを特徴とする特許請求の範囲第
1項記載の多軸掘削機の掘削ロツド継足し方法。[Scope of Claims] 1. A multi-shaft system that has a drive unit that can be raised and lowered along a tower installed on the ground, and that excavates multiple vertical holes at the same time by connecting a drilling rod to each of the output shafts of the drive unit. In an excavator that uses an excavator, a supplementary holder is provided around the tower that can be rotated between an excavation position and a lateral retreat position, and the supplementary holder is equipped with the same number of couplings as the output shaft of the drive unit in advance. After the excavation rod is held to a predetermined depth by the first stage excavation rod, the output shaft of the drive section is separated from the excavation rod, the drive section is raised, and the addition rod is placed between the drive section and the excavation rod. Rotating the holder and rotating the supplementary rod manually or by a motor or the like to align the non-circular hole at the connecting end of the output shaft of the drive unit and the supplementary rod with the matching non-circular protruding shaft; Next, the replenishing rod is raised by a lifting means provided on the refill holder, etc., and the hole and the protruding shaft are fitted and connected, and the other refill rods supported by the refill holder are moved in the same manner as above. Align the output shaft and the protruding shaft with the hole of the replenishment rod and connect upwardly, and after continuing all replenishment rods, rotate and retract the empty replenishment holder to the side retraction position. While setting the next supplementary rod, the drive section is lowered and the lower end of the supplementary rod connected to this drive section is connected to the upper end of the underground drilling rod to continuously excavate multiple vertical holes. A method for adding a drilling rod to a multi-axis excavator, characterized by the following. 2. An excavating rod joint for a multi-axis excavator according to claim 1, wherein the replenishing rod is rotated and raised by a motor and a fluid cylinder mounted on a lower holder of the replenishing holder. How to add. 3. The replenishing rod is rotated and raised by a motor and a fluid cylinder mounted on a lower steady rest that restrains the excavating rods and keeps the distance constant. How to add a drilling rod to a multi-axis excavator. 4. The rotation of the replenishment rod is performed manually or by other means while the replenishment rod is held in a lower holder or a lower steady rest of the replenishment holder. The method for adding a drilling rod to a multi-axis excavator described above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20582383A JPS6098097A (en) | 1983-11-04 | 1983-11-04 | Drilling rod splicing method of multi-axis drill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20582383A JPS6098097A (en) | 1983-11-04 | 1983-11-04 | Drilling rod splicing method of multi-axis drill |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6098097A JPS6098097A (en) | 1985-06-01 |
| JPH0344193B2 true JPH0344193B2 (en) | 1991-07-05 |
Family
ID=16513290
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20582383A Granted JPS6098097A (en) | 1983-11-04 | 1983-11-04 | Drilling rod splicing method of multi-axis drill |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6098097A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7202955B2 (en) * | 2019-04-02 | 2023-01-12 | 株式会社オーケーソイル | Ground improvement system, ground improvement method, rod stand, suspension device, connecting rod installation method and connecting rod removal method |
-
1983
- 1983-11-04 JP JP20582383A patent/JPS6098097A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6098097A (en) | 1985-06-01 |
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