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JPS638247B2 - - Google Patents
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JPS638247B2 - - Google Patents

Info

Publication number
JPS638247B2
JPS638247B2 JP22497083A JP22497083A JPS638247B2 JP S638247 B2 JPS638247 B2 JP S638247B2 JP 22497083 A JP22497083 A JP 22497083A JP 22497083 A JP22497083 A JP 22497083A JP S638247 B2 JPS638247 B2 JP S638247B2
Authority
JP
Japan
Prior art keywords
auger
shaft member
auger machine
leader
support device
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
Application number
JP22497083A
Other languages
Japanese (ja)
Other versions
JPS60115722A (en
Inventor
Yoshio Tokimune
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.)
Sanwa Kikoh Co Ltd
Original Assignee
Sanwa Kikoh Co Ltd
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 Sanwa Kikoh Co Ltd filed Critical Sanwa Kikoh Co Ltd
Priority to JP22497083A priority Critical patent/JPS60115722A/en
Publication of JPS60115722A publication Critical patent/JPS60115722A/en
Publication of JPS638247B2 publication Critical patent/JPS638247B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/13Foundation slots or slits; Implements for making these slots or slits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 本発明は、地中に掘削孔を形成したり、掘削孔
中へセメントモルタルを注入する際等に使用され
る掘削機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an excavator used for forming an excavation hole underground, injecting cement mortar into an excavation hole, and the like.

従来、この種の掘削機は、リーダに昇降自在に
設けられたオーガマシンにスクリユーなどのオー
ガを直接連結してなるものであつたため、当該掘
削機によつて掘削可能な掘削孔の深さの最大限が
オーガマシンの最大昇降ストロークによつて定ま
るものであつた。したがつて、深い掘削孔を掘る
ときには、その深さに見合うだけの高さを有する
リーダが必要であつた。しかしながら、電動機や
減速機その他の各種部材を内蔵するオーガマシン
はそれ自体が相当の重量物であることから、掘削
初期においてオーガマシンを背高のリーダの頂部
に位置させると、掘削機の重心位置が高位置に設
定されることとなつて不安定な状態での作業を余
儀なくされる。加えて、オーガマシンを支持する
リーダの剛性を高めておく必要もあるため、該リ
ーダとして大径のものが必要になるという問題も
ある。
Conventionally, this type of excavator has been constructed by directly connecting an auger such as a screw to an auger machine installed on a leader so that it can be raised and lowered. The maximum limit was determined by the maximum lifting stroke of the auger machine. Therefore, when digging a deep bore hole, a leader having a height commensurate with the depth is required. However, since the auger machine itself, which contains an electric motor, reducer, and other various parts, is quite heavy, if the auger machine is placed at the top of the tall leader in the early stages of excavation, the center of gravity of the excavator will be is set at a high position, forcing work to be carried out in unstable conditions. In addition, since it is necessary to increase the rigidity of the leader that supports the auger machine, there is also the problem that the leader needs to have a large diameter.

本発明は以上の事情に鑑みてなされたものであ
り、オーガマシンはリーダの中間部または下半部
に昇降自在に設けられると共に、該オーガマシン
がリーダの中間部または下半部で昇降動を繰り返
すことによつて、当該掘削機の重心位置が高位置
に設定されることがなく、常に安定した状態で掘
削することが可能な掘削機を提供することを目的
としたものである。
The present invention has been made in view of the above circumstances, and the auger machine is provided in the middle or lower half of the leader so as to be able to rise and fall freely, and the auger machine can be moved up and down in the middle or lower half of the leader. The object of the present invention is to provide an excavator that can excavate in a stable state at all times without causing the center of gravity of the excavator to be set at a high position due to repetition.

以下、図面に従つて本発明の実施例としての掘
削機を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An excavator as an embodiment of the present invention will be described below with reference to the drawings.

第1図及び第2図に示されたものは多軸掘削機
の一例である。即ち、図示例の多軸掘削機は一本
の撹拌スクリユー1aとその左右にそれぞれ並設
された各一本づつの撹拌ロツド1b,1bとが組
付けられて、掘削孔を形成した後、引き続き掘削
孔(図示せず)中へコンクリートやセメントモル
タルなどを撹拌しながら打設するためのものであ
る。
What is shown in FIGS. 1 and 2 is an example of a multi-shaft excavator. That is, in the illustrated example, the multi-shaft excavator is constructed by assembling one stirring screw 1a and one stirring rod 1b, 1b arranged in parallel on the left and right sides of the stirring screw 1a, to form an excavation hole, and then continuing. This is for pouring concrete, cement mortar, etc. into an excavated hole (not shown) while stirring.

同図において、ガイドレール2を有する垂直な
リーダ3には、その下端に比較的近い下半部また
は中間部にオーガマシン4が昇降自在に設けら
れ、その反対側にオーガマシン4を昇降させるた
めの昇降装置5が設けられている。また、リーダ
3の頂部のトツプシーブ6に定滑車ブロツク7が
軸支され、これに吊下げ用索体8を介して支持装
置9がリーダ3に沿つて昇降自在に設けられてお
り、この支持装置9に、後述のシーベル装置10
を介して横断面略方形環状の角筒部材で形成され
た三本の軸部材11が上記オーガマシン4を貫通
してその下方に至り、これらの軸部材11の下端
にオーガスクリユー1たる上記撹拌スクリユー1
a及び撹拌ロツド1b,1bが継手12を介して
連結されている。なお、撹拌スクリユー1a及び
撹拌ロツド1bはオーガスクリユーの一例であ
り、その他にも掘削孔形成用のスクリユーやスク
リユー付トルクチユーブなどを軸部材11に連結
することも可能である。
In the figure, a vertical leader 3 having a guide rail 2 is provided with an auger machine 4 movable up and down in the lower half or middle part relatively close to its lower end, and on the opposite side, an auger machine 4 is installed to move up and down. A lifting device 5 is provided. Further, a fixed pulley block 7 is pivotally supported on a top sheave 6 at the top of the leader 3, and a support device 9 is provided to this via a hanging cable 8 so as to be able to move up and down along the leader 3. 9, the Siebel device 10 described below
Three shaft members 11 formed of rectangular cylinder members having a generally rectangular annular cross section pass through the auger machine 4 and reach below the auger machine 4, and the auger screw 1 is attached to the lower end of these shaft members 11. Stirring screw 1
a and stirring rods 1b, 1b are connected via a joint 12. Note that the stirring screw 1a and the stirring rod 1b are examples of an auger screw, and it is also possible to connect other screws for forming an excavated hole, a torque tube with a screw, etc. to the shaft member 11.

また上記支持装置9とオーガマシン4との間に
は後述の絞り込み索体装置13が介装連結されて
いる。
Further, a squeezing cable device 13, which will be described later, is interposed and connected between the support device 9 and the auger machine 4.

第3図及び第4図から明らかなように、オーガ
マシン4には電動機14、減速機15及びローラ
式のガイドブロツク16が含まれ、これらの詳細
が第5図〜第7図に示されている。即ち、第6図
において、減速機15は、電動機14の回転軸に
連結された入力歯車17と、入力歯車17に噛合
された中間歯車18と、中間歯車18に噛合され
た出力歯車19と、これらの歯車17,18,1
9を回転自在に支持するケーシング20とからな
つている。この減速機15における出力歯車19
の回転軸21は筒状部材にて構成され、その中空
部21aに上記軸部材11が貫通されている。ま
た、第5図及び第7図において、ガイドブロツク
16は、平面視円形の枠体22に四組のブラケツ
ト23を設け、これら各組のブラケツト23にそ
れぞれガイドローラ24を水平ピン25によつて
支持し、この四つのガイドローラ24が90度おき
に位置するようにしたものである。かかるガイド
ブロツク16は上記減速機15における回転軸2
1をはさむように上下一対設けられており、その
枠体22が該回転軸21に連結されている。そし
て、各ガイドブロツク16における四つのガイド
ローラ24が、該ガイドロツク16を貫通する平
面視角筒状の軸部材11の平坦な四つの外側面1
1aに当接している。したがつて、ガイドブロツ
ク16と軸部材11とが一体となつて回転する場
合においても両者の相対的な昇降が可能である。
As is clear from FIGS. 3 and 4, the auger machine 4 includes an electric motor 14, a reduction gear 15, and a roller type guide block 16, the details of which are shown in FIGS. 5 to 7. There is. That is, in FIG. 6, the reducer 15 includes an input gear 17 connected to the rotating shaft of the electric motor 14, an intermediate gear 18 meshed with the input gear 17, and an output gear 19 meshed with the intermediate gear 18. These gears 17, 18, 1
9 and a casing 20 that rotatably supports it. Output gear 19 in this reducer 15
The rotating shaft 21 is made of a cylindrical member, and the shaft member 11 passes through a hollow portion 21a thereof. In addition, in FIGS. 5 and 7, the guide block 16 has four sets of brackets 23 provided on a frame body 22 which is circular in plan view, and a guide roller 24 is attached to each set of brackets 23 by a horizontal pin 25. The four guide rollers 24 are positioned at 90 degree intervals. The guide block 16 is connected to the rotating shaft 2 of the reducer 15.
A pair of upper and lower parts are provided so as to sandwich 1, and the frame body 22 thereof is connected to the rotating shaft 21. The four guide rollers 24 in each guide block 16 are connected to the four flat outer surfaces 1 of the shaft member 11 which is cylindrical in plan view and passes through the guide lock 16.
It is in contact with 1a. Therefore, even when the guide block 16 and the shaft member 11 rotate together, they can be moved up and down relative to each other.

次に昇降装置5は第8図及び第9図に示される
ようにリーダ3の中間部または下半部に支持枠2
6を取付け、この支持枠26を介してリーダ3に
取付けられた上部滑車群27と、シリンダチユー
ブ28aがリーダ3に取付けられた油圧シリンダ
28と、油圧シリンダ28のピストンロツド28
bに連結された下部滑車群29と、下部滑車群2
9の昇降を案内するガイドレール30と、上部滑
車群27及び下部滑車群29の相互間に巻回され
た索体31とからなる。上記上部滑車群27は二
つの定滑車27a,27aと一つの案内滑車27
bを備え、また、上記下部滑車群29は二つの動
滑車29a,29aを備え、これらの間に亘つ
て、第10図のように索体31が巻回され、この
索体31の一端が支持枠26に固着されると共
に、他端がオーガマシン4に連結されている。こ
れは、いわゆる倍力機構である。したがつて、油
圧シリンダ28を伸張させて下部滑車群29を押
し下げることによつてオーガマシン4が引き上げ
られることになる。そのときのオーガマシン4の
移動量は油圧シリンダ28のストローク、即ち下
部滑車群29の移動量Lの数倍(図示例では四
倍)になる。また、油圧シリンダ28を収縮させ
るとオーガマシン4が下降し、該オーガマシンに
つながれる撹拌スクリユー1aや撹拌ロツド1
b,1bが回転しながらこれら先端部オーガヘツ
ドによつて掘削される。なお、図示例では、オー
ガマシン4の昇降が円滑に行われるようにするた
めに、上部滑車群27、下部滑車29および索体
31を油圧シリンダ28の左右に一対設けたもの
が使用されている。
Next, as shown in FIGS. 8 and 9, the lifting device 5 has a support frame 2 attached to the middle or lower half of the leader 3.
6, and the upper pulley group 27 is attached to the leader 3 via this support frame 26, the hydraulic cylinder 28 to which the cylinder tube 28a is attached to the leader 3, and the piston rod 28 of the hydraulic cylinder 28.
The lower pulley group 29 connected to b and the lower pulley group 2
It consists of a guide rail 30 that guides the lifting and lowering of the train 9, and a cable 31 wound between the upper pulley group 27 and the lower pulley group 29. The upper pulley group 27 includes two fixed pulleys 27a, 27a and one guide pulley 27.
Furthermore, the lower pulley group 29 includes two movable pulleys 29a, 29a, and a cable 31 is wound between these as shown in FIG. It is fixed to the support frame 26, and the other end is connected to the auger machine 4. This is a so-called boost mechanism. Therefore, the auger machine 4 is pulled up by extending the hydraulic cylinder 28 and pushing down the lower pulley group 29. The amount of movement of the auger machine 4 at this time is several times (four times in the illustrated example) the stroke of the hydraulic cylinder 28, that is, the amount of movement L of the lower pulley group 29. Further, when the hydraulic cylinder 28 is contracted, the auger machine 4 is lowered, and the stirring screw 1a and the stirring rod 1 connected to the auger machine are lowered.
b and 1b are excavated by these auger heads while rotating. In the illustrated example, in order to allow the auger machine 4 to move up and down smoothly, a pair of upper pulley group 27, lower pulley 29, and cable body 31 are provided on the left and right sides of the hydraulic cylinder 28. .

昇降装置5′としては上記のものに限らず、第
11図に示されたものを使用することも可能であ
る。
The elevating device 5' is not limited to the one described above, but it is also possible to use the one shown in FIG. 11.

即ちこの装置は、オーガマシン4の上端部に互
いに直交するそれぞれ一対の動滑車32a,32
dを軸架し、これに対応してリーダ3の支持枠2
6にも、四個の定滑車33a〜33dを軸架し、
一端31aを支持枠26に固着した索体31を動
滑車32a→定滑車33a→動滑車32c→動滑
車32d→定滑車33b→動滑車32d→定滑車
33c→定滑車33dに順次経由させてその他端
31bをクレーン本体に装備したウインチに巻き
つけ、該ウインチの正逆転によつて索体31を引
き寄せ、あるいは繰り出すことによつてオーガマ
シン4を昇降させるようにしたものである。
That is, this device includes a pair of movable pulleys 32a, 32 which are perpendicular to each other at the upper end of the auger machine 4.
d is mounted on a shaft, and the support frame 2 of the leader 3 is mounted correspondingly.
6 also has four fixed pulleys 33a to 33d mounted on the shaft,
The cable body 31 with one end 31a fixed to the support frame 26 is sequentially passed through the movable pulley 32a → fixed pulley 33a → movable pulley 32c → movable pulley 32d → fixed pulley 33b → movable pulley 32d → fixed pulley 33c → fixed pulley 33d, and then The end 31b is wound around a winch installed on the crane body, and the auger machine 4 is raised and lowered by pulling the cable 31 in or out by rotating the winch forward and backward.

この昇降装置によれば、前記実施例のように油
圧シリンダを設ける必要がなく、既設のウインチ
を用いることができるから設備費用が安い利点が
ある。
According to this elevating device, there is no need to provide a hydraulic cylinder as in the previous embodiment, and an existing winch can be used, so there is an advantage that the equipment cost is low.

次に、軸部材11を吊下げ状に支持する支持装
置9は、第1図、第12図及び第13図から明ら
かなように、リーダ3に昇降自在に設けられた台
枠34に設けられた動滑車群35と、リーダ3の
頂部のトツプシーブ9に設けられた定滑車群7
と、これらの滑車群35,7に巻回され、かつ適
宜転向滑車7a(第1図)を経てクレーン側のウ
インチ(図示せず)に導設される索体36(第1
図)とからなる。この支持装置9によれば、索体
36が繰り出されると台枠34が下降し、索体3
6がウインチに巻き込まれると台枠34が上昇す
る。
Next, as is clear from FIGS. 1, 12, and 13, the support device 9 that supports the shaft member 11 in a hanging manner is provided on the underframe 34 that is provided on the leader 3 so that it can be raised and lowered. a movable pulley group 35 and a fixed pulley group 7 provided on the top sheave 9 at the top of the leader 3.
A cable body 36 (the first rope) is wound around these pulley groups 35 and 7, and is appropriately guided to a winch (not shown) on the crane side via a turning pulley 7a (Fig. 1).
Figure). According to this support device 9, when the cable body 36 is paid out, the underframe 34 is lowered, and the cable body 36 is unwound.
6 is rolled up by the winch, the underframe 34 rises.

第12図〜第14図において、シーベル装置1
0は、上記台枠34側に固定されたケーシング3
7にベアリング38を介して筒状の回転軸39を
支持させ、この回転軸52の上端部にグランドパ
ツキン40を介して連結されたホース接続用継手
41を設けたものである。そして、回転軸39の
下端部にカツプリング42が設けられており、こ
のカツプリング42に軸部材11が継足される構
成となつている。また、継手41に接続されるホ
ース43は、その中間部が上記台枠34に設けら
れたドラム44に巻掛けられることによつて該ド
ラム44と継手41に対する接続端43aとの間
の部分43がU字状に弛まされる。なお、ドラム
44は台枠43に対してその側方へ引き出すこと
が可能であり、これによつて掘削作業中にホース
43がリーダ3やその他の部材に干渉して損傷す
るというような事態が未然に防止される構成とな
つている。
In FIGS. 12 to 14, the Siebel device 1
0 is the casing 3 fixed to the underframe 34 side.
7 supports a cylindrical rotating shaft 39 via a bearing 38, and a hose connection joint 41 connected to the upper end of the rotating shaft 52 via a gland packing 40 is provided. A coupling ring 42 is provided at the lower end of the rotating shaft 39, and the shaft member 11 is connected to the coupling ring 42. In addition, the intermediate portion of the hose 43 connected to the joint 41 is wound around a drum 44 provided on the underframe 34, so that the portion 43 between the drum 44 and the connection end 43a to the joint 41 is is relaxed into a U-shape. Note that the drum 44 can be pulled out to the side of the underframe 43, thereby preventing the hose 43 from interfering with and damaging the leader 3 or other members during excavation work. The structure is designed to prevent this from happening.

そして最後に本発明の要部である支持装置9と
オーガマシン4とを連結する絞り込み用索体装置
13は、第15図に示すとおりである。該図にお
いてブロツク図的に示す9は前述の支持装置、4
はオーガマシン、26はリーダの中間部または下
半部に固着される支持枠(第8図参照)、6はリ
ーダ3の頂部に固着されるトツプシーブで、前述
の定滑車ブロツク7が設けられている。
Finally, the squeezing cable device 13 that connects the support device 9 and the auger machine 4, which is the main part of the present invention, is as shown in FIG. In the figure, reference numeral 9 shown in block diagram designates the above-mentioned support device, 4
is an auger machine, 26 is a support frame fixed to the middle or lower half of the leader (see Fig. 8), 6 is a top sheave fixed to the top of the leader 3, and the above-mentioned fixed pulley block 7 is provided. There is.

即ち起重機本体の巻上げウインチにつながれた
索体45(第1図参照のこと)を一旦定位置に懸
架するための一対の定滑車46a,46aが支持
枠26に軸支され、またこれに対応してオーガマ
シン4には少なくとも3個の動滑車47a〜47
cが軸支され、かつこれら動滑車群に対応して支
持装置9に少なくとも1個の定滑車48が軸支さ
れている。前記索体45は支持枠26に軸支され
た定滑車46a,46bを経由してオーガマシン
4に軸支された一対の動滑車47a,47bに懸
架され、これから索体は符号45aに示すように
上方に延び、支持装置9に軸支された定滑車48
に巻装され、再び符号45bに示すように下方に
延び、オーガマシン4の残りの動滑車47cに懸
吊され、最後に符号45cに示すように上方に延
びてその先端部45dが支持装置9に止着されて
なるものである。なお図中8(第1図参照のこ
と)は支持装置9を昇降駆動させるために前記定
滑車ブロツク7と動滑車ブロツク35との間に巻
装された前述の吊下げ用索体であり、これに隣接
して適宜既製杭などの吊込用索体49が定滑車5
0a,50bによつて懸吊されている。また図中
5′は第11図で示す昇降装置であり、第11図
で示した符号を付してその説明を省略する。
That is, a pair of fixed pulleys 46a, 46a for temporarily suspending a rope body 45 (see FIG. 1) connected to a hoisting winch of the hoist body in a fixed position is supported by the support frame 26, and a pair of fixed pulleys 46a, 46a, are supported by the supporting frame 26, The auger machine 4 has at least three movable pulleys 47a to 47.
c is pivotally supported, and at least one fixed pulley 48 is pivotally supported on the support device 9 in correspondence with these movable pulley groups. The cable body 45 is suspended from a pair of movable pulleys 47a, 47b which are pivotally supported by the auger machine 4 via fixed pulleys 46a, 46b which are pivotally supported by the support frame 26. A fixed pulley 48 extending upwardly and pivotally supported by the support device 9
It extends downward again as shown by reference numeral 45b, is suspended from the remaining movable pulley 47c of the auger machine 4, and finally extends upward as shown by reference numeral 45c, with its tip 45d attached to the support device 9. It is attached to. In addition, 8 (see FIG. 1) in the figure is the above-mentioned hanging cable that is wound between the fixed pulley block 7 and the movable pulley block 35 in order to drive the support device 9 up and down. Adjacent to this, a hanging rope body 49 such as a ready-made pile is installed on the fixed pulley 5.
It is suspended by 0a and 50b. Further, 5' in the figure is the lifting device shown in FIG. 11, and the reference numeral shown in FIG. 11 is given to it, and the explanation thereof will be omitted.

上記稿り込み用索体装置13を作動状態とする
ためには絞り込み用索体45を緊張状態に維持し
てオーガマシン4の自重が常時に支持装置9に負
荷するよう、即ちオーガマシン4が支持装置9に
吊り下げられるようにしておき、この状態で支持
装置9とオーガマシン4が同調して下降するよう
にする。このためには当然に前述の懸吊用索体8
及び昇降用索体31を、前述の絞り込み用索体4
5と互いに同調して操作しなければならない。
In order to put the cutting rope device 13 into operation, the squeezing rope device 45 is maintained in a tensioned state so that the weight of the auger machine 4 is constantly applied to the support device 9, that is, the auger machine 4 is It is made to be suspended from the support device 9, and in this state, the support device 9 and the auger machine 4 are made to descend in synchronization. For this purpose, of course, the above-mentioned suspension rope 8
And the elevating cable 31 is replaced with the above-mentioned narrowing cable 4.
5 and must be operated in sync with each other.

上記した掘削機を使用して地中に掘削孔を形成
するときは、まず絞り込み用索体装置13を非作
動状態でオーガマシン4を駆動して軸部材11及
びオーガスクリユーに回転トルクを付与し、この
状態から、昇降装置5、または5′及びクレーン
側のウインチなどの作用でオーガマシン4と台枠
34とを同調して下降させる。これにより、オー
ガスクリユー及び軸部材が一定深さまで地中に挿
入されるが、途中で地盤が挿入困難な場合絞り込
み用索体13を緊張状態に作動させてオーガマシ
ン4の自重を支持装置9に負荷し、この支持装置
9を介して軸部材11にオーガマシン4の自重を
付加し、この絞り荷重のもとでオーガマシン4を
下降させてオーガスクリユーによる掘削を継続す
る。以下、同様の操作を繰り返して行い、所要深
さの掘削孔を形成する。
When forming an excavation hole in the ground using the above-mentioned excavator, first drive the auger machine 4 with the squeezing rope device 13 in a non-operating state to apply rotational torque to the shaft member 11 and the auger screw. From this state, the auger machine 4 and the underframe 34 are lowered in synchronism by the action of the lifting device 5 or 5' and a winch on the crane side. As a result, the auger screw and the shaft member are inserted into the ground to a certain depth, but if the ground is difficult to insert in the middle, the squeezing rope body 13 is operated in a tensioned state to absorb the weight of the auger machine 4 into the support device 9. The weight of the auger machine 4 is applied to the shaft member 11 via the support device 9, and the auger machine 4 is lowered under this squeeze load to continue excavation by the auger screw. Thereafter, similar operations are repeated to form an excavation hole of the required depth.

従つて本発明によれば大重量物であるオーガマ
シン4が、掘削中、常にリーダ3の下半部に位置
しているので、掘削機の重心が常時低位置に設定
されたものとなつて、安定した作業が行われる。
Therefore, according to the present invention, the auger machine 4, which is a heavy object, is always located in the lower half of the leader 3 during excavation, so that the center of gravity of the excavator is always set at a low position. , stable work is done.

上記のようにして形成された掘削孔内へコンク
リートやセメントモルタルなどの基礎杭材料を打
設するには、掘削終了後オーガスクリユーを引き
上げずにその先端が掘削孔底部に位置させた状態
から、オーガマシン4を駆動して軸部材11及び
オーガスクリユーに回転力を付与させてホース4
3、シーベル装置10及び軸部材11を通じてオ
ーガスクリユーの下端から基礎杭材料を掘削孔内
へ打設しつつ、オーガマシン4及び台枠34を上
昇させてオーガスクリユーを掘削孔内から引き抜
くのである。
To drive foundation pile materials such as concrete or cement mortar into the excavation hole formed as described above, do not pull up the auger screw after the excavation is completed, but place the tip of the auger screw at the bottom of the excavation hole. , the auger machine 4 is driven to apply rotational force to the shaft member 11 and the auger screw, and the hose 4 is
3. While driving the foundation pile material into the excavation hole from the lower end of the auger screw through the seabel device 10 and shaft member 11, the auger machine 4 and underframe 34 are raised to pull out the auger screw from inside the excavation hole. be.

上記において、オーガマシン4を駆動した場合
には、第5図及び第6図から明らかなように、電
動機14の回転出力が減速機15の入力歯車1
7、中間歯車18及び出力歯車19にこの順に伝
達され、その出力歯車19から回転軸21を経て
ガイドブロツク16に伝達される。したがつて、
四つのガイドローラ24に挟持されている軸部材
11がガイドブロツク16と一体となつて回転
し、その回転トルクがオーガスクリユー1に伝達
される。
In the above, when the auger machine 4 is driven, as is clear from FIGS. 5 and 6, the rotational output of the electric motor 14 is
7. The signal is transmitted to the intermediate gear 18 and the output gear 19 in this order, and from the output gear 19 to the guide block 16 via the rotating shaft 21. Therefore,
The shaft member 11 held between the four guide rollers 24 rotates together with the guide block 16, and its rotational torque is transmitted to the auger screw 1.

次に、第8図〜第11図に示した昇降装置5あ
るいは5′を使用した場合、掘削時におけるオー
ガスクリユーの地中への挿入力は、該オーガスク
リユー、軸部材11および台枠34等の自重によ
つて生じ、オーガスクリユーの回転に伴う地中へ
のくい込み力と相俟つて好適な掘削が可能とな
る。しかし、地盤が硬い場合などにおいては、上
記自重をかけるだけでは不十分な事態も起こり得
る。この場合は、オーガマシン4の自重を利用す
ることによつて、オーガスクリユーにより強力な
挿入力を付与させることができるようになり、オ
ーガスクリユーをより強力に地中へ挿入できる。
Next, when the lifting device 5 or 5' shown in FIGS. 8 to 11 is used, the insertion force of the auger screw into the ground during excavation is This is caused by the weight of the 34 etc., and combined with the force of penetration into the ground due to the rotation of the auger screw, enables suitable excavation. However, in cases where the ground is hard, a situation may arise in which simply applying the above-mentioned own weight is insufficient. In this case, by utilizing the weight of the auger machine 4, a stronger insertion force can be applied to the auger screw, and the auger screw can be inserted into the ground more strongly.

以上のように本発明によれば、リーダに昇降自
在に支持された支持装置に軸部材の上端部を取付
け、下端部にオーガスクリユーを連結した軸部材
を支持装置を介してリーダに沿つて昇降自在に懸
吊し、該支持装置とは別体に上記軸部材に回転力
を伝達しつつ該軸部材に対して相対昇降可能なオ
ーガマシンを上記リーダの中間部または下半部に
昇降自在に設けてなるため、オーガマシンの重量
が大きなものであつても重心位置が低位置に設定
されることになつて安定した作業の継続が可能と
なる上、深い掘削孔を形成する場合にも重心位置
が低位置に設定されることと相俟つてリーダの剛
性に大きなものが要求されなくなり、その小型・
軽量化が容易に達成される。
As described above, according to the present invention, the upper end of the shaft member is attached to the support device that is supported by the leader so as to be able to move up and down, and the shaft member with the auger screw connected to the lower end is moved along the leader through the support device. An auger machine that is suspended so as to be raised and lowered and that can be raised and lowered relative to the shaft member while transmitting rotational force to the shaft member separately from the support device can be raised and lowered to the middle or lower half of the leader. Even if the weight of the auger machine is large, the center of gravity is set at a low position, making it possible to continue stable work, and even when drilling deep holes. Coupled with the fact that the center of gravity is set at a low position, the rigidity of the leader is no longer required, and its compact size and
Weight reduction is easily achieved.

また本発明によれば、かつオーガマシンの自重
を前記支持装置を介してこれに取付けられる軸部
材に負荷し、該自重の付加により軸部材に連結さ
れるオーガスクリユーを地中に絞り込むこめの絞
り込み用索体装置を前記支持装置とオーガマシン
との間に介装連結してなるため、該絞り込み索体
装置の作動によりオーガスクリユーによる掘削力
をより一層高めることができる。
Further, according to the present invention, the dead weight of the auger machine is applied to the shaft member attached to the auger machine via the support device, and the auger screw connected to the shaft member is squeezed into the ground by the addition of the dead weight. Since the squeezing rope device is interposed and connected between the support device and the auger machine, the excavation force by the auger screw can be further increased by the operation of the squeezing rope device.

さらにまた本発明によれば、軸部材に連結され
るオーガスクリユーは離脱できるようになつてい
るため、掘削孔の深度に合わせて逐次オーガスク
リユーを軸部材に継足すことが可能である。
Furthermore, according to the present invention, since the auger screw connected to the shaft member can be detached, it is possible to sequentially attach the auger screw to the shaft member according to the depth of the excavation hole.

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

第1図は本発明の実施例による掘削機の一部を
切欠いた全体側面図、第2図は同全体正面図、第
3図はオーガマシンの側面図、第4図は同概略平
面図、第5図はオーガマシンの要部の一部を切欠
部いた部分断面図、第6図は第5図における−
線に沿う断面矢視図、第7図は第5図の−
線に沿う断面矢視図、第8図は昇降装置の側面
図、第9図は同背面図、第10図は昇降装置の作
動状態の説明図、第11図は昇降装置の他の実施
例を示す説明図、第12図は支持装置の側面図、
第13図は同平面図、第14図は同断面図、第1
5図は絞り込み索体装置の斜視図である。 1……オーガスクリユー、3……リーダ、4…
…オーガマシン、5,5′……昇降装置、9……
支持装置、11……軸部材、13……絞り込み索
体装置。
FIG. 1 is an overall side view with a part cut away of an excavator according to an embodiment of the present invention, FIG. 2 is an overall front view of the same, FIG. 3 is a side view of an auger machine, and FIG. 4 is a schematic plan view of the same. Figure 5 is a partial sectional view of the main part of the auger machine with a cutout, and Figure 6 is a -
A cross-sectional view along the line, Fig. 7 is - of Fig. 5.
8 is a side view of the elevating device, FIG. 9 is a rear view thereof, FIG. 10 is an explanatory diagram of the operating state of the elevating device, and FIG. 11 is another embodiment of the elevating device. 12 is a side view of the support device,
Fig. 13 is a plan view of the same, Fig. 14 is a sectional view of the same,
FIG. 5 is a perspective view of the narrowing cable device. 1...August Screw, 3...Leader, 4...
...Auger machine, 5,5'...Lifting device, 9...
Support device, 11... Shaft member, 13... Squeezing cord device.

Claims (1)

【特許請求の範囲】[Claims] 1 リーダに昇降自在に支持された支持装置に軸
部材の上端部を取付けて軸部材を支持装置を介し
てリーダに沿つて昇降自在に懸吊し、この軸部材
の下端部にオーガスクリユーを離脱可能に連結
し、上記軸部材に回転力を伝達しつつ該軸部材に
対して相対昇降可能なオーガマシンを上記リーダ
の中間部または下半部に昇降自在に設け、かつオ
ーガマシンの自重を前記支持装置を介してこれに
取付けられる軸部材に負荷し、該自重の付加によ
り軸部材に連結されるオーガスクリユーを地中に
絞り込むための絞り込み用索体装置を前記支持装
置とオーガマシンとの間に介装連結してなる掘削
機。
1. The upper end of the shaft member is attached to a support device that is supported by the leader so that it can be raised and lowered, and the shaft member is suspended along the leader through the support device so that it can be raised and lowered, and an auger screw is attached to the lower end of this shaft member. An auger machine that is removably connected and that can be raised and lowered relative to the shaft member while transmitting rotational force to the shaft member is provided in the middle or lower half of the leader, and that the auger machine's own weight is The support device and the auger machine include a squeezing rope device for squeezing the auger screw connected to the shaft member into the ground by applying a load to the shaft member attached to the shaft member through the support device and applying the own weight. An excavator that is interposed and connected between the two.
JP22497083A 1983-11-28 1983-11-28 Excavator Granted JPS60115722A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22497083A JPS60115722A (en) 1983-11-28 1983-11-28 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22497083A JPS60115722A (en) 1983-11-28 1983-11-28 Excavator

Publications (2)

Publication Number Publication Date
JPS60115722A JPS60115722A (en) 1985-06-22
JPS638247B2 true JPS638247B2 (en) 1988-02-22

Family

ID=16822058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22497083A Granted JPS60115722A (en) 1983-11-28 1983-11-28 Excavator

Country Status (1)

Country Link
JP (1) JPS60115722A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07122264B2 (en) * 1993-06-28 1995-12-25 不動建設株式会社 Soft ground improvement device

Also Published As

Publication number Publication date
JPS60115722A (en) 1985-06-22

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