JPS6332953B2 - - Google Patents
Info
- Publication number
- JPS6332953B2 JPS6332953B2 JP9324484A JP9324484A JPS6332953B2 JP S6332953 B2 JPS6332953 B2 JP S6332953B2 JP 9324484 A JP9324484 A JP 9324484A JP 9324484 A JP9324484 A JP 9324484A JP S6332953 B2 JPS6332953 B2 JP S6332953B2
- Authority
- JP
- Japan
- Prior art keywords
- excavator
- excavation
- tension
- rope
- suspended
- 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 40
- 238000000034 method Methods 0.000 claims description 9
- 239000003638 chemical reducing agent Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
〔発明の利用分野〕
本発明は吊下式掘削工法並びにその装置に係
り、特に掘削時に掘削機が受ける反動トルクを掘
削機と地上側との間に張り渡されたテンシヨンロ
ープで受けるようにした吊下式掘削工法並びにそ
の装置に関する。[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a suspended excavation method and its equipment, and in particular to a suspension type excavation method and its equipment, and in particular, a method for reducing the reaction torque that an excavator receives during excavation by spreading the reaction torque between the excavator and the ground side. This invention relates to a suspended excavation method that is supported by a tension rope and its equipment.
周知のように掘削機はその下端部に設けられた
ドリルビツトに回転力を与えて掘削するものであ
るから、掘削機はその掘削時にドリルビツトの回
転方向と逆方向の掘削反動トルクを受けることに
なる。従つて従来の一般の掘削機に於いてはこの
ような掘削反動トルクを地上側で受けなければな
らないため、リーダを地上側で組んで掘削反動ト
ルクを受けたり、或いは櫓を組んで地上側で掘削
反動トルクを受けたり、或いは掘削装置本体を地
上側に載置してそのビツトが受ける掘削反動トル
クを支持するようにしている。しかしながらリー
ダ、槽等を組み上げることは手数がかかり、特に
傾斜地、山岳地等の特殊地帯になるとリーダ、櫓
等が組めない場合がある。
As is well known, an excavator excavates by applying rotational force to a drill bit installed at its lower end, so when excavating, the excavator receives a drilling reaction torque in the direction opposite to the direction of rotation of the drill bit. . Therefore, in conventional general excavators, such excavation reaction torque must be received on the ground side, so the leader is assembled on the ground side to receive the excavation reaction torque, or the leader is assembled on the ground side to receive the excavation reaction torque on the ground side. The excavation reaction torque is received by the bit, or the excavation equipment body is placed on the ground side to support the excavation reaction torque that the bit receives. However, assembling the leader, tank, etc. is time-consuming, and it may not be possible to assemble the leader, turret, etc., especially in special areas such as slopes and mountainous areas.
本発明はこのような事情に鑑みてなされたもの
で、掘削機の掘削反動トルクを受けるのにリー
ダ、櫓等を必要としない吊下式掘削工法並びにそ
の装置を提案することを目的としている。
The present invention has been made in view of the above circumstances, and it is an object of the present invention to propose a suspended excavation method and its equipment that do not require a leader, turret, etc. to receive the excavation reaction torque of an excavator.
本発明は掘削機を吊下げ、掘削機の一方側と地
上側との間のテンシヨンロープを張り渡し、この
テンシヨンロープにより掘削反動回転方向と逆向
きの接線方向にテンシヨンを与えて掘削反動トル
クを受けることを特徴としている。
The present invention suspends an excavator, stretches a tension rope between one side of the excavator and the ground side, and uses this tension rope to apply tension in the tangential direction opposite to the rotational direction of the excavation reaction. It is characterized by receiving torque.
以下添付図面に従つて本発明に係る吊下式掘削
工法並びにその装置の好ましい実施例を詳説す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the suspended excavation method and apparatus thereof according to the present invention will be described in detail below with reference to the accompanying drawings.
第1図では本発明に係る第1実施例の構造が示
されている。第1図においてドリルロツド10は
所定長さに形成されたものが複数本地上側から連
結されて構成され、このドリルロツド10の最下
端部にはエアハンマ装置12が設けられている。
エアハンマ装置12はその下端部に設けられたド
リルビツト13に上下方向の衝撃力を与える。こ
のドリルビツト13は上下方向の衝撃力の他に後
述する回転駆動源16により回転力を与えられな
がら掘削する。ドリルロツド10の上端部には減
速機14を介して回転駆動源16が設けられ、ド
リルロツド10はこの回転駆動源16によつて回
転力が与えられるようになつている。ドリルロツ
ド10、エアハンマ12、ドリルビツト13、回
転駆動源16等から成る掘削機はクレーン18に
より吊下げられる。 FIG. 1 shows the structure of a first embodiment of the present invention. In FIG. 1, a drill rod 10 is constructed by connecting a plurality of rods formed to a predetermined length from the ground side, and an air hammer device 12 is provided at the lowest end of the drill rod 10.
The air hammer device 12 applies a vertical impact force to a drill bit 13 provided at its lower end. This drill bit 13 excavates while being given a rotational force by a rotational drive source 16, which will be described later, in addition to the impact force in the vertical direction. A rotary drive source 16 is provided at the upper end of the drill rod 10 via a speed reducer 14, and the drill rod 10 is provided with rotational force by this rotary drive source 16. An excavator comprising a drill rod 10, an air hammer 12, a drill bit 13, a rotary drive source 16, etc. is suspended by a crane 18.
掘削機の片側と地上側にはテンシヨンロープ2
8が張り渡される。即ちテンシヨンロープ28の
上端は掘削機の減速機14のケース15に固定さ
れ、テンシヨンロープ28の他端はウインチ30
に取付けられている。テンシヨンロープ28によ
り与えられるテンシヨンの方向は、第2図に示す
ように掘削時に掘削機が受ける掘削反動回転方向
Aと逆向きの接線方向に与えられるように付勢さ
れている。減速機14のテンシヨンロープ28と
反対側には、ロープ29が設けられ、ロープ29
はプーリ31を介してクレーン18の別のフツク
で張られていて掘削機が不用意に逆回動しようと
するときに掘削機を拘束してこれを防止する。 Tension rope 2 on one side of the excavator and on the ground side
8 is stretched out. That is, the upper end of the tension rope 28 is fixed to the case 15 of the reducer 14 of the excavator, and the other end of the tension rope 28 is fixed to the winch 30.
installed on. The direction of the tension provided by the tension rope 28 is biased so as to be applied in a tangential direction opposite to the direction of rotation A of the excavation reaction that the excavator receives during excavation, as shown in FIG. A rope 29 is provided on the opposite side of the reduction gear 14 from the tension rope 28.
is stretched by another hook of the crane 18 via a pulley 31, and restrains the excavator to prevent it from inadvertently attempting to reversely rotate.
第1図において32で示す部材はコンプレツサ
ーで、ホース34を介してドリルロツド10内に
エアを送り、エアハンマ装置12内の図示しない
ピストンラムを上下動してドリルビツト13に衝
撃力を与えるようにしている。 The member indicated by 32 in FIG. 1 is a compressor, which sends air into the drill rod 10 through a hose 34 and moves a piston ram (not shown) in the air hammer device 12 up and down to apply an impact force to the drill bit 13. .
前記の如く構成された本発明の実施例の作用は
次の通りである。先ず、ドリルロツド10、エア
ハンマ12、ドリルビツト13、回転駆動源16
等から成る掘削機をクレーン18で吊下げる。次
に掘削時に掘削機が受ける掘削反動トルクの回転
方向と逆向きの接線方向にテンシヨンを与えるよ
うにテンシヨンロープ28を張り渡す。また、掘
削機の反対側には、逆回転防止用のロープ29を
取付ける。この状態においてドリルビツト13に
衝撃力を与えながら回転し掘削を進める。掘削時
に掘削機が第2図に示すように矢印A方向に掘削
反動トルクを受けると、テンシヨンロープ28に
はウインチ30により一定の張力がかかるように
設定され、しかもその方向が掘削反動回転方向A
と逆向きの接線方向に向けてかけられているので
掘削反動トルクがテンシヨンロープ28により支
持されるので掘削を進めることができる。ウイン
チ30は予め所定のテンシヨンをテンシヨンロー
プ28に与えるように設定され、掘削機の降下に
伴つてテンシヨンロープ28を巻取り、また掘削
機の上昇に伴つてテンシヨンロープ28を繰出す
ようになつている。また、掘削機が何等かの事情
で逆回転した場合は、その回転力をロープ29で
受ける。 The operation of the embodiment of the present invention constructed as described above is as follows. First, a drill rod 10, an air hammer 12, a drill bit 13, and a rotational drive source 16
An excavator consisting of the following equipment is suspended by a crane 18. Next, the tension rope 28 is stretched so as to provide tension in the tangential direction opposite to the rotational direction of the excavation reaction torque that the excavator receives during excavation. Further, a rope 29 for preventing reverse rotation is attached to the opposite side of the excavator. In this state, the drill bit 13 rotates while applying an impact force to proceed with drilling. When the excavator receives excavation reaction torque in the direction of arrow A as shown in Fig. 2 during excavation, the tension rope 28 is set so that a constant tension is applied by the winch 30, and the direction is the excavation reaction rotation direction. A
Since the excavation reaction torque is applied in the tangential direction opposite to the tension rope 28, the excavation reaction torque is supported by the tension rope 28, so that excavation can proceed. The winch 30 is set in advance to apply a predetermined tension to the tension rope 28, and is configured to wind up the tension rope 28 as the excavator descends and to pay out the tension rope 28 as the excavator ascends. It's getting old. Further, if the excavator rotates in the opposite direction for some reason, the rope 29 receives the rotational force.
第3図に示す第2実施例では1本のテンシヨン
ロープに1台のウインチを用いて両側で掘削反動
トルクを受けるようにしている。即ち、テンシヨ
ンロープ40はその一端42が地上側に固定さ
れ、減速機14のケース15に設けられたシーブ
44,46,48,50を経由して他端はウイン
チ30に設けられている。減速機14のケース1
5に配置されたシーブ46,48には第4図に示
すようにテンシヨンロープ40がS字形に掛け渡
され、これにより掘削機には前記第1実施例と同
様に掘削反動回転方向Aと逆向きの接線方向にテ
ンシヨンが与えられ、これにより掘削機が受ける
反動トルクを支持するようにしている。第2実施
例に於いても第1実施例と同様にテンシヨンロー
プ40にはウインチ30により一定の張力が付与
されるようになつており、ドリルロツド10の降
下に伴いテンシヨンロープ40はウインチ30に
より巻取られ、ドリルロツド40の上昇時に於い
てはウインチ30からテンシヨンロープ40が繰
り出されて一定の張力が付与されるようになつて
いる。第2実施例に於いても第1実施例と同様に
リーダ、櫓、等が不要になり掘削機はクレーン1
8で吊り下げるだけという簡単な方法で掘削を進
めることができる。 In the second embodiment shown in FIG. 3, one winch is used for one tension rope so that the excavation reaction torque is received on both sides. That is, one end 42 of the tension rope 40 is fixed to the ground side, and the other end is provided to the winch 30 via sheaves 44, 46, 48, and 50 provided in the case 15 of the reduction gear 14. Case 1 of reducer 14
As shown in FIG. 4, a tension rope 40 is stretched over the sheaves 46 and 48 arranged in the 5th embodiment in an S-shape, so that the excavator can move in the excavation reaction rotation direction A and in the same manner as in the first embodiment. Tension is provided in opposite tangential directions to support the reaction torque experienced by the excavator. In the second embodiment, as in the first embodiment, a constant tension is applied to the tension rope 40 by the winch 30, and as the drill rod 10 descends, the tension rope 40 When the drill rod 40 is raised, a tension rope 40 is let out from the winch 30 to apply a constant tension. In the second embodiment, as in the first embodiment, the leader, tower, etc. are not required, and the excavator is equipped with a crane 1.
Excavation can be proceeded with simply by hanging it with 8.
前記実施例においては掘削機にエアハンマ装置
12を用いた例を説明したのであるが、エアハン
マ掘削に限定されるものではなく他の掘削工法例
えばアースオーガ掘削、掘管を使う大口径掘削等
にも本発明は適用することができる。 In the above embodiment, an example in which the air hammer device 12 is used in an excavator has been explained, but the invention is not limited to air hammer excavation, and can also be applied to other excavation methods such as earth auger excavation, large diameter excavation using a digging pipe, etc. The present invention can be applied.
以上説明したように本発明に係る吊下式掘削工
法並びにその装置によれば、掘削機を吊り下げ、
掘削機が受ける掘削反動トルクは掘削機と地上側
との間に張り渡され掘削反動回転方向と逆向きの
接線方向にテンシヨンを与えるテンシヨンロープ
で掘削反動トルクを受けるので従来掘削反動トル
クを受けるために必要であつたリーダ、櫓等の大
がかりな構築物が不要になる効果がある。
As explained above, according to the suspended excavation method and its device according to the present invention, the excavator is suspended,
The excavation reaction torque that the excavator receives is received by a tension rope that is stretched between the excavator and the ground side and provides tension in the tangential direction opposite to the rotation direction of the excavation reaction, so conventional excavation reaction torque is received. This has the effect of eliminating the need for large-scale structures such as leaders and turrets that were necessary for this purpose.
第1図は本発明の第1実施例の構造を示す説明
図、第2図は第1図上に−線に沿う平面図、
第3図は本発明に係る第2実施例を示す説明図、
第4図は第3図上−線に沿う平面図である。
10……ドリルロツド、12……エアハンマ、
13……ビツト、16……回転駆動源、18……
クレーン、28……テンシヨンロープ、30……
ウインチ。
FIG. 1 is an explanatory diagram showing the structure of the first embodiment of the present invention, FIG. 2 is a plan view taken along the line - on FIG.
FIG. 3 is an explanatory diagram showing a second embodiment according to the present invention,
FIG. 4 is a plan view taken along the top line in FIG. 3. 10...Drill rod, 12...Air hammer,
13...bit, 16...rotary drive source, 18...
Crane, 28...Tension rope, 30...
winch.
Claims (1)
えた掘削機を上方から吊下げ、掘削機の少なくと
も一方側と地上側との間にテンシヨンロープを張
り渡し、このテンシヨンロープに掘削反動回転方
向と逆向きの接線方向にテンシヨンを与えて掘削
機が受ける掘削反動トルクを受け、掘削すること
を特徴とする吊下式掘削工法。 2 上部に回転駆動源、下部にドリルビツトを備
え、上方から吊下げられた掘削機と、一端が掘削
機の少なくとも一方側に支持され、他端が地上側
に支持され、掘削機に対し掘削反動回転方向と逆
向きの接線方向にテンシヨンを与えるテンシヨン
ロープと、ロープの地上支持部に設けられたテン
シヨン調整装置とから成る吊下式掘削装置。 3 掘削機の他方側と地上側との間に逆回転防止
用ロープを張り渡したことを特徴とする特許請求
の範囲第2項に記載の吊下式掘削装置。[Claims] 1. An excavator equipped with a rotational drive source at the top and a drill bit at the bottom is suspended from above, a tension rope is stretched between at least one side of the excavator and the ground side, and the tension rope is suspended from above. A suspended excavation method characterized by applying tension to a rope in a tangential direction opposite to the rotational direction of the excavation reaction to receive the excavation reaction torque received by the excavator to perform excavation. 2. An excavator is equipped with a rotational drive source on the upper part and a drill bit on the lower part, and is suspended from above. A suspended excavation device consisting of a tension rope that applies tension in a tangential direction opposite to the direction of rotation, and a tension adjustment device provided on the ground support part of the rope. 3. The hanging excavator according to claim 2, characterized in that a rope for preventing reverse rotation is stretched between the other side of the excavator and the ground side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9324484A JPS60238593A (en) | 1984-05-10 | 1984-05-10 | Hanging type drilling method and apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9324484A JPS60238593A (en) | 1984-05-10 | 1984-05-10 | Hanging type drilling method and apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60238593A JPS60238593A (en) | 1985-11-27 |
| JPS6332953B2 true JPS6332953B2 (en) | 1988-07-01 |
Family
ID=14077095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9324484A Granted JPS60238593A (en) | 1984-05-10 | 1984-05-10 | Hanging type drilling method and apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60238593A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6132280U (en) * | 1984-07-31 | 1986-02-26 | 安原鉄工株式会社 | boring equipment |
| JPS6192288A (en) * | 1984-10-11 | 1986-05-10 | ライト工業株式会社 | drilling rig |
-
1984
- 1984-05-10 JP JP9324484A patent/JPS60238593A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60238593A (en) | 1985-11-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |