JP2546189Y2 - Pit excavator - Google Patents
Pit excavatorInfo
- Publication number
- JP2546189Y2 JP2546189Y2 JP1990093988U JP9398890U JP2546189Y2 JP 2546189 Y2 JP2546189 Y2 JP 2546189Y2 JP 1990093988 U JP1990093988 U JP 1990093988U JP 9398890 U JP9398890 U JP 9398890U JP 2546189 Y2 JP2546189 Y2 JP 2546189Y2
- Authority
- JP
- Japan
- Prior art keywords
- casing
- shaft
- gear
- press
- excavator
- 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 - Fee Related
Links
Landscapes
- Earth Drilling (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は,地中に竪孔を掘削する竪孔掘削機に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a pit excavator for digging a pit in the ground.
(従来の技術) 従来の竪孔掘削機を第5図及び第6図に示した。(Prior Art) FIGS. 5 and 6 show a conventional pit excavator.
先ず第5図の竪孔掘削機を説明すると,(1)がケー
シング圧入施工部のフレームで,同フレーム(1)は,
地上に設置される。また(2)が揺動部材,(3)が同
揺動部材(2)を上記フレーム(1)に吊り下げ支持す
る押込ジヤツキ,(4)がケーシング,(6)が同ケー
シング(4)を上記揺動部材(2)に締め付け固定する
開閉可能な締付装置,(5)が同締付装置(6)を開閉
させるための油圧ジヤツキ,(7)が上記フレーム
(1)と上記揺動部材(2)との間に介装した油圧ジヤ
ツキで,油圧ジヤツキ(5)を縮み方向に作動し,締付
装置(6)を閉じて,揺動部材(2)をケーシング
(4)に固定し,油圧ジヤツキ(7)を伸縮方向に作動
して,揺動部材(2)とケーシング(4)とをケーシン
グ(4)の軸線を中心に往復揺動させる。また上記押込
ジヤツキ(3)を伸長方向に作動して,上記軸線を中心
に往復揺動している揺動部材(2)とケーシング(4)
とを押し下げるようになっている。また(50)がクレー
ンにより吊り下げ支持されたハンマグラブで油圧ジヤツ
キ(7)を伸縮方向に作動して,揺動部材(2)とケー
シング(4)とを往復揺動させながら,押込ジヤツキ
(3)を伸長方向に作動し,揺動部材(2)とケーシン
グ(4)とを押し下げて,ケーシング(4)を土中に貫
入する。またこのとき,クレーンのウインチを繰り出し
方向に作動して,ワイヤを繰り出し,ハンマグラブ(5
0)を落下させ,ケーシング(4)内の土砂に貫入し
て,これを掘削し,次いでウインチを巻き上げ方向に作
動し,ワイヤを巻き上げて,ハンマグラブ(50)を上昇
させ,バケツトを開いて,排土を行うようになってい
る。First, the vertical excavator of FIG. 5 will be described. (1) is a frame of the casing press-fitting section, and the frame (1) is
Installed on the ground. (2) is a swing member, (3) is a push-in jack for suspending and supporting the swing member (2) on the frame (1), (4) is a casing, and (6) is a casing (4). An openable and closable tightening device for tightening and fixing the rocking member (2), a hydraulic jack for opening and closing the tightening device (6), and (7) a frame (1) and the rocking motion. The hydraulic jack (5) is operated in the contracting direction by the hydraulic jack interposed between the member (2) and the tightening device (6) is closed to fix the swinging member (2) to the casing (4). Then, the hydraulic jack (7) is operated in the expansion and contraction direction to reciprocally swing the swing member (2) and the casing (4) around the axis of the casing (4). The pushing member (3) is actuated in the extension direction to reciprocate the swinging member (2) about the axis and the casing (4).
And push down. Further, a hydraulic jack (7) is operated in the expansion and contraction direction by a hammer club suspended and supported by a crane, thereby causing the swinging member (2) and the casing (4) to reciprocate and swing. ) Is actuated in the extension direction to push down the swinging member (2) and the casing (4) to penetrate the casing (4) into the soil. Also, at this time, the crane winch is operated in the unreeling direction to unwind the wire, and the hammer club (5
0) is dropped, penetrates the earth and sand in the casing (4), excavates it, then operates the winch in the hoisting direction, winds up the wire, raises the hammer club (50), opens the bucket, It is designed to perform earth removal.
次に第6図の竪孔掘削機を説明すると,(1)がケー
シング圧入施工部のフレーム,(21)が同フレーム
(1)の昇降ガイド部材,(22)が同昇降ガイド部材
(21)により昇降可能に支持された昇降部材,(3)が
同昇降部材(22)を昇降させる押込ジヤツキ,(26)が
同昇降部材(22)に外歯付軸受(25)を介して旋回可能
に取付けた旋回部材(23)が上記昇降部材(22)上に設
置した油圧モータ,(24)が同油圧モータ(23)の出力
軸に取付けた歯車で,同歯車(24)が上記軸受(25)の
外歯歯車に噛合しており,油圧モータ(23)の回転を歯
車(24)→外歯付軸受(25)→旋回部材(26)に伝え
て,同旋回部材(26)を旋回させるようになっている。
また(4)がケーシング,(6)が上記旋回部材(26)
の下面に取付けた開閉可能な締付装置,(5)同締付装
置(6)を開閉させるための油圧ジヤツキ,(29)が上
記締付装置(6)に取付けた油圧ポンプ,(27)が上記
旋回部材(26)に設けた内歯歯車,(28)が上記油圧ポ
ンプ(29)の出力軸に取付けた歯車で,同歯車(28)が
上記内歯歯車(27)に噛合しており、旋回装置(26)の
旋回運動を内歯歯車(27)→歯車(28)→油圧ポンプ
(29)に伝え,同油圧ポンプ(29)を駆動して,同油圧
ポンプ(29)に発生する圧油を必要な油圧機器に送るよ
うになっている。この竪孔掘削機でも,旋回部材(26)
とケーシング(4)とを旋回させながら,押込ジヤツキ
(3)を縮み方向に作動し,旋回部材(22)とケーシン
グ(4)とを下降させて,ケーシング(4)を土中に貫
入する。またこのとき,クレーンのウインチを繰り出し
方向に作動して,ワイヤを繰り出し,ハンマグラブ(5
0)を落下させ,ケーシング(4)内の土砂に貫入し
て,これを掘削し,次いでウインチを巻き上げ方向に作
動して,ワイヤを巻き上げて,ハンマグラブ(50)を上
昇させ,バケツトを開いて,排土を行うようになってい
る。Next, the vertical excavator shown in FIG. 6 will be described. (1) is a frame of the casing press-fitting section, (21) is an elevating guide member of the frame (1), and (22) is an elevating guide member (21). (3) is a push-in jack for raising and lowering the elevating member (22), and (26) is pivotable on the elevating member (22) via a bearing with external teeth (25). The mounted revolving member (23) is a hydraulic motor mounted on the elevating member (22), (24) is a gear mounted on the output shaft of the hydraulic motor (23), and the gear (24) is the bearing (25). ), And the rotation of the hydraulic motor (23) is transmitted to the gear (24) → the bearing with external teeth (25) → the turning member (26) to turn the turning member (26). It has become.
(4) is a casing, (6) is the above-mentioned turning member (26)
(5) a hydraulic jack for opening and closing the tightening device (6), a hydraulic pump (29) mounted on the tightening device (6), (27) Is an internal gear provided on the revolving member (26), (28) is a gear attached to the output shaft of the hydraulic pump (29), and the gear (28) meshes with the internal gear (27). And the turning motion of the turning device (26) is transmitted to the internal gear (27) → gear (28) → hydraulic pump (29), and the hydraulic pump (29) is driven to generate the hydraulic pump (29) Pressure oil is sent to necessary hydraulic equipment. In this excavator, the turning member (26)
While rotating the casing and the casing (4), the push-in jack (3) is operated in the contracting direction, and the rotating member (22) and the casing (4) are lowered to penetrate the casing (4) into the soil. Also, at this time, the crane winch is operated in the unreeling direction to unwind the wire, and the hammer club (5
0) is dropped, penetrates into the earth and sand in the casing (4), excavates it, then operates the winch in the hoisting direction, winds the wire, raises the hammer rub (50), opens the bucket, , It is designed to perform earth removal.
(考案が解決しようとする課題) 前記第5,6図に示す従来の竪孔掘削機では,クレーン
のウインチを繰り出し方向に作動して,ワイヤを繰り出
し,ハンマグラブ(50)を落下させ,ケーシング(4)
内の土砂に貫入して,これを掘削し,次いでウインチを
巻き上げ方向に作動して,ワイヤを巻き上げて,ハンマ
グラブ(50)を上昇させ,バケツトを開いて,排土を行
うので,ハンマグラブ(50)の落下時に地盤振動,排土
時に騒音が発生するという問題があった。(Problems to be solved by the invention) In the conventional vertical excavator shown in Figs. 5 and 6, the winch of the crane is operated in the payout direction, the wire is paid out, the hammer rub (50) is dropped, and the casing ( 4)
It penetrates into the earth and sand inside it, excavates it, and then operates the winch in the hoisting direction to wind up the wire, raise the hammer grave (50), open the bucket, and discharge the soil. There is a problem that the ground vibration occurs when falling down) and the noise is generated when discharging.
本考案は前記の問題点に鑑み提案するものであり,そ
の目的とする処は,ハンマグラブの落下時に発生して
いた地盤振動、及び排土時に発生していた騒音を低減で
き、ケーシングの長さに左右されずに圧入と同時に中
堀りでき、水中掘削時にも作業能率を低下させずに掘
削できる竪孔掘削機を提供しようとする点にある。The present invention is proposed in view of the above-mentioned problems, and its object is to reduce ground vibration generated when a hamag club fell and noise generated when discharging a ground, and to reduce the length of a casing. Another object of the present invention is to provide a vertical excavator that can be dug at the same time as press-fitting without being affected by the above-mentioned conditions, and that can excavate underwater excavation without lowering work efficiency.
(課題を解決するための手段) 上記の目的を達成するために、本考案の竪孔掘削機
は、ケーシングを揺動乃至回転させながら土中に圧入さ
せるケーシング圧入施工部と、上記ケーシング内に挿入
した昇降可能なシヤフトと、同シヤフトの下端部に取付
けた掘削バケットと、上記ケーシングの上端部に取付け
たシヤフトの回転駆動装置とを有し、同シヤフトの回転
駆動装置を、前記ケーシングの上端部に旋回可能に取付
けた旋回部材と、前記シヤフトに取付けて同シヤフトが
下降したときに前記旋回部材に着脱自在に係合するトル
ク伝達板と、前記ケーシングの上端部に取付けた油圧モ
ータと、同油圧モータの回転を前記旋回部材に伝達する
歯輪機構とにより構成している。(Means for Solving the Problems) In order to achieve the above object, a vertical excavator according to the present invention includes a casing press-fitting section for press-fitting into the soil while swinging or rotating the casing, and An inserted vertically movable shaft, an excavating bucket attached to a lower end of the shaft, and a rotational drive of the shaft attached to an upper end of the casing. The rotational drive of the shaft is connected to the upper end of the casing. A pivot member pivotably mounted on the section, a torque transmission plate attached to the shaft and detachably engaged with the pivot member when the shaft is lowered, and a hydraulic motor mounted on an upper end of the casing; A gear mechanism for transmitting the rotation of the hydraulic motor to the turning member.
(作用) 通常の竪孔掘削機は地中に竪孔を掘削するとき、ケー
シングの圧入〜中掘り〜ケーシング接続〜中掘り(なお
ケーシング接続〜中掘りは所定深さまで繰り返し行う)
を実施し、その後、鉄筋籠、トレミー管建て込み〜生コ
ンクリート打設〜ケーシング引抜きまでを行うが、これ
らの工程で特に中掘りに着目した場合、ハンマグラブを
自由落下させて、そのときの衝撃エネルギーにより掘削
し、次いでハンマグラブを上昇させて、排土を行うとい
う作業を繰り返し行って、中掘りを行うので、騒音、
振動が大きい。ケーシング内にある場合、浮力により
ハンマグラブの衝撃エネルギーが低下して、掘削能率が
著しく低下するという問題がある。また他の竪孔掘削機
として、アースドリル工法機を組み合わせて、バケツト
による回転掘削を行う竪孔掘削機もあるが、この竪孔掘
削機は、アースドリル工法機の回転駆動部の装着高さが
低くて、中掘りする場合、長さケーシングを使用できな
いという不便さがある。しかし本考案の竪孔掘削機は、
ケーシングの上端部にシヤフトの回転駆動装置を取付け
ている。そしてケーシング圧入施工部の旋回部材とケー
シングとを揺動乃至回転させながら、下降させて、ケー
シングを土中に貫入する一方、上記回転駆動装置を駆動
して、その回転をケーシングの上端部に旋回可能に取付
けた旋回部材→トルク伝達板→シヤフトに伝え、同シヤ
フトと回転式掘削バケットとを回転させて、ケーシング
内の土砂を掘削し、掘削が終わったら、シヤフトと回転
式掘削バケットとトルク伝達板とを上昇させ、回転式掘
削バケットをケーシングの上方へ取り出して、排土する
ので、ハンマグラブの落下時に発生していた地盤振
動、及び排土時に発生していた騒音を低減し、ケーシ
ングの長さに左右されずに圧入と同時に中掘りを行う、
水中掘削時にも作業能率を低下せずに中掘りを行う、
ことが可能である。(Operation) When a normal pit excavator excavates a pit in the ground, press-fitting of a casing to inside digging to casing connection to inside digging (note that casing connection to inside digging is repeatedly performed to a predetermined depth).
After that, rebar baskets, trummy pipes are built, fresh concrete is poured, and casing is pulled out. Excavation, then raise the hammer grave, and repeatedly perform the work of discharging the earth, so that the inside digging is performed, so that noise,
Vibration is large. When it is inside the casing, there is a problem that the impact energy of the hammer rub is reduced due to buoyancy, and the excavation efficiency is significantly reduced. There is also a vertical drilling machine that performs rotary drilling with a bucket by combining an earth drilling machine with another vertical drilling machine.However, this vertical drilling machine has a mounting height of the rotary drive of the earth drilling machine. When digging inside, there is a disadvantage that the length casing cannot be used. However, the pit excavator of the present invention
The rotary drive of the shaft is mounted on the upper end of the casing. Then, the swinging member and the casing of the casing press-fitting section are lowered while swinging or rotating, so that the casing penetrates into the soil, and the above-mentioned rotation driving device is driven to rotate the rotation to the upper end of the casing. Revolving member that can be mounted → torque transmission plate → transmit to the shaft, rotate the shaft and the rotary digging bucket to excavate the earth and sand in the casing, and when excavation is over, transmit the torque to the shaft and the rotary digging bucket As the plate is raised, the rotary excavating bucket is taken out of the casing and the earth is discharged, so that the ground vibration generated when the hammer club fell and the noise generated when discharging the ground are reduced, and the length of the casing is reduced. Digging at the same time as press fitting without being influenced by
When digging underwater without losing work efficiency,
It is possible.
(実施例) 次に本考案の竪孔掘削機を第1図に示す一実施例によ
り説明すると,(1)がケーシング圧入施工部のフレー
ムで,同フレーム(1)は,地上に設置される。また
(2)が揺動部材,(3)が同揺動部材(2)を上記フ
レーム(1)に吊り下げ支持する押込ジヤツキ,(4)
がケーシング,(6)が同ケーシング(4)を上記揺動
部材(2)に締め付け固定する開閉可能な締付装置,
(5)が同締付装置(6)を開閉させるための油圧ジヤ
ツキ,(7)が上記フレーム(1)と上記揺動部材
(2)との間に介装した油圧ジヤツキで,油圧ジヤツキ
(5)を縮み方向に作動し,締付装置(6)を閉じて,
揺動部材(2)をケーシング(4)に固定し,油圧ジヤ
ツキ(7)を伸縮方向に作動して,揺動部材(2)とケ
ーシング(4)とをケーシング(4)の軸線を中心に往
復揺動させる。また上記押込ジヤツキ(3)を伸長方向
に作動して,上記軸線を中心に往復揺動している揺動部
材(2)とケーシング(4)とを押し下げるようになっ
ている。また(17)がクレーンのフツク,(16)が同フ
ツク(17)により昇降可能に吊り下げ支持されたシヤフ
ト,(15)が同シヤフト(16)の下端部に取付けた回転
式掘削バケット,(14)が上記シヤフト(16)に取付け
たトルク伝達板,(13)が上記ケーシング(4)の上端
部に旋回可能に取付けた旋回部材で,シヤフト(16)が
下降したときに,トルク伝達板(14)が旋回部材(13)
に着脱自在に係合するようになっている。また(10)が
上記ケーシング(4)の上端部に取付けた油圧モータ,
(11)が同油圧モータ(10)の出力軸に取付けた歯車,
(12)が同歯車(11)に噛合する外歯車付軸受で,同外
歯車付軸受(12)が上記旋回部材(13)に取付けられお
り,油圧モータ(10)の回転が歯車(11)→外歯車付軸
受(12)→旋回部材(13)→トルク伝達板(14)→シヤ
フト(16)に伝えられて,同シヤフト(16)と回転式掘
削バケット(15)とが回転するようになっている。また
(18)が上記フレーム(1)側の油圧源から上記油圧モ
ータ(10)に延びた油圧ホースである。(Example) Next, the vertical excavator of the present invention will be described with reference to an embodiment shown in Fig. 1. (1) is a frame of a casing press-fitting section, and the frame (1) is installed on the ground. . Further, (2) is a swing member, (3) is a push-in jack for suspending and supporting the swing member (2) on the frame (1), (4).
And (6) an openable and closable fastening device for fastening and fixing the casing (4) to the swing member (2).
(5) is a hydraulic jack for opening and closing the fastening device (6), and (7) is a hydraulic jack interposed between the frame (1) and the swinging member (2). 5) operates in the retracting direction, closes the tightening device (6),
The swing member (2) is fixed to the casing (4), and the hydraulic jack (7) is operated in the expansion and contraction direction to move the swing member (2) and the casing (4) around the axis of the casing (4). Swing back and forth. Further, the pushing jack (3) is operated in the extending direction to push down the swinging member (2) and the casing (4) which are reciprocatingly swinging about the axis. (17) is a hook of a crane, (16) is a shaft suspended and supported by the hook (17), (15) is a rotary excavation bucket attached to the lower end of the shaft (16), ( 14) is a torque transmitting plate mounted on the shaft (16), (13) is a revolving member rotatably mounted on the upper end of the casing (4), and when the shaft (16) is lowered, the torque transmitting plate is (14) is the revolving member (13)
, So that it can be detachably engaged. (10) is a hydraulic motor attached to the upper end of the casing (4),
(11) is the gear attached to the output shaft of the hydraulic motor (10),
(12) is a bearing with an external gear that meshes with the gear (11), and the bearing with an external gear (12) is mounted on the revolving member (13), and the rotation of the hydraulic motor (10) is controlled by the gear (11). → Bearing with external gear (12) → Revolving member (13) → Torque transmission plate (14) → It is transmitted to the shaft (16) so that the shaft (16) and the rotary digging bucket (15) rotate. Has become. A hydraulic hose (18) extends from the hydraulic power source on the frame (1) side to the hydraulic motor (10).
次に前記第1図に示す竪孔掘削機の作用を具体的に説
明する。ケーシング圧入施工部(フレーム(1)の揺動
部材(2)とケーシング(4)とをケーシング(4)の
軸線を中心に往復揺動させながら,揺動部材(2)とケ
ーシング(4)とを押し下げる。またこのとき,油圧モ
ータ(10)を駆動して,その回転を歯車(11)→外歯車
付軸受(12)→旋回部材(13)→トルク伝達板(14)→
シヤフト(16)に伝え,同シヤフト(16)と回転式掘削
バケット(15)とを回転させて,ケーシング(4)内の
土砂を掘削し,掘削が終わったら,クレーンを操作し
て,シヤフト(16)と回転式掘削バケット(15)とトル
ク伝達板(14)とを上昇させ,回転式掘削バケット(1
5)をケーシング(4)の上方へ取り出して,排土す
る。Next, the operation of the vertical excavator shown in FIG. 1 will be specifically described. The casing press-fitting section (the swing member (2) and the casing (4) are reciprocally swinged about the axis of the casing (4) while the swing member (2) and the casing (4) are reciprocated. At this time, the hydraulic motor (10) is driven to rotate the gear (11) → bearing with external gear (12) → revolving member (13) → torque transmission plate (14) →
Inform the shaft (16), rotate the shaft (16) and the rotary excavating bucket (15) to excavate the earth and sand in the casing (4), and when the excavation is completed, operate the crane to operate the shaft ( 16), the rotary digging bucket (15) and the torque transmission plate (14) are raised, and the rotary digging bucket (1
5) Take out above the casing (4) and discharge the soil.
次に本考案の竪孔掘削機を第2図に示す他の実施例に
より説明すると,(1)がケーシング圧入施工部のフレ
ーム,(21)が同フレーム(1)の昇降ガイド部材,
(22)が同昇降ガイド部材(21)により昇降可能に支持
された昇降部材,(3)が同昇降部材(22)を昇降させ
る押込ジヤツキ,(26)が同昇降部材(22)に外歯付軸
受(25)を介して旋回可能に取付けた旋回部材,(23)
が上記昇降部材(22)上に設置した油圧モータ,(24)
が同油圧モータ(23)の出力軸に取付けた歯車で,同歯
車(24)が上記軸受(25)の外歯歯車に噛合しており,
油圧モータ(23)の回転を歯車(24)→外歯付軸受(2
5)→旋回部材(26)に伝えて,同旋回部材(26)を旋
回させるようになっている。また(4)がケーシング,
(6)が上記旋回部材(26)の下面に取付けた開閉可能
な締付装置,(5)が同締付装置(6)を開閉させるた
めの油圧ジヤツキ,(29)が上記締付装置(6)に取付
けた油圧ポンプ,(27)が上記旋回部材(26)に設けた
内歯歯車,(28)が上記油圧ポンプ(29)の出力軸に取
付けた歯車で,同歯車(28)が上記内歯歯車(27)に噛
合しており,旋回装置(26)の旋回運動を内歯歯車(2
7)→歯車(28)→油圧ポンプ(29)に伝え,同油圧ポ
ンプ(29)を駆動して,同油圧ポンプ(29)に発生する
圧油を必要な油圧機器に送るようになっている。また
(17)がクレーンのフツク,(16)が同フツク(17)に
より昇降可能に吊り下げ支持されたシヤフト,(15)が
同シヤフト(16)の下端部に取付けた回転式掘削バケッ
ト,(14)が上記シヤフト(16)に取付けたトルク伝達
板,(13)が上記ケーシング(4)の上端部に旋回可能
に取付けた旋回部材で,シヤフト(16)が下降したとき
に,トルク伝達板(14)が旋回部材(13)に着脱自在に
係合するようになっている。また(10)が上記ケーシン
グ(4)の上端部に取付けた油圧モータ,(11)が同油
圧モータ(10)の出力軸に取付けた歯車,(12)が同歯
車(11)に噛合する外歯車付軸受で,同外歯車付軸受
(12)が上記旋回部材(13)に取付けられており,油圧
モータ(10)の回転が歯車(11)→外歯車付軸受(12)
→旋回部材(13)トルク伝達板(14)→シヤフト(16)
に伝えられて,同シヤフト(16)と回転式掘削バケット
(15)とが回転するようになっている。また(18)が上
記フレーム(1)側の油圧源から上記油圧モータ(10)
に延びた油圧ホースである。Next, the vertical excavator of the present invention will be described with reference to another embodiment shown in FIG. 2. (1) is a frame of the casing press-fitting section, (21) is a lifting guide member of the frame (1),
(22) is an elevating member supported by the elevating guide member (21) so as to be able to elevate, (3) is a push-in jack for elevating the elevating member (22), and (26) is an external tooth on the elevating member (22). (23) a swiveling member that is mounted to be swivelable via a bearing (25)
Is a hydraulic motor installed on the elevating member (22), (24)
Is a gear attached to the output shaft of the hydraulic motor (23), and the gear (24) meshes with the external gear of the bearing (25).
Rotate the rotation of the hydraulic motor (23) to the gear (24) → external toothed bearing (2
5) → The turning member (26) is transmitted to the turning member (26) to turn the turning member (26). (4) is a casing,
(6) is an openable and closable fastening device attached to the lower surface of the turning member (26), (5) is a hydraulic jack for opening and closing the fastening device (6), and (29) is the above-described fastening device ( The hydraulic pump mounted on 6), (27) is an internal gear provided on the revolving member (26), (28) is a gear mounted on the output shaft of the hydraulic pump (29), and the gear (28) is The internal gear (27) is engaged with the internal gear (27), and the turning motion of the turning device (26) is transmitted to the internal gear (2).
7) → gear (28) → transmit to hydraulic pump (29), drive the hydraulic pump (29), and send the pressure oil generated in the hydraulic pump (29) to necessary hydraulic equipment . (17) is a hook of a crane, (16) is a shaft suspended and supported by the hook (17), (15) is a rotary excavation bucket attached to the lower end of the shaft (16), ( 14) is a torque transmitting plate mounted on the shaft (16), (13) is a revolving member rotatably mounted on the upper end of the casing (4), and when the shaft (16) is lowered, the torque transmitting plate is (14) is detachably engaged with the turning member (13). Further, (10) is a hydraulic motor mounted on the upper end of the casing (4), (11) is a gear mounted on the output shaft of the hydraulic motor (10), and (12) is an outer gear meshing with the gear (11). The geared bearing, the outer geared bearing (12) is mounted on the revolving member (13), and the rotation of the hydraulic motor (10) is changed from the gear (11) to the outer geared bearing (12).
→ Revolving member (13) Torque transmission plate (14) → Shaft (16)
, The shaft (16) and the rotary digging bucket (15) rotate. (18) is the hydraulic motor (10) from the hydraulic source on the frame (1) side.
The hydraulic hose extends to
次に前記第2図に示す竪孔掘削機の作用を具体的に説
明する。ケーシング圧入施工部(フレーム(1)の旋回
部材(6)とケーシング(4)とを旋回させながら,旋
回部材(6)とケーシング(4)とを下降させて,ケー
シング(4)を土中に貫入する。またこのとき,油圧モ
ータ(10)を駆動して,その回転を歯車(11)→外歯車
付軸受(12)→旋回部材(13)→トルク伝達板(14)→
シヤフト(16)に伝え,同シヤフト(16)と回転式掘削
バケット(15)とを回転させて,ケーシング(4)内の
土砂を掘削し,掘削が終わったら,クレーンを操作し
て,シヤフト(16)と回転式掘削バケット(15)とトル
ク伝達板(14)とを上昇させ,回転式掘削バケット(1
5)をケーシング(4)の上方へ取り出して,排土す
る。Next, the operation of the vertical excavator shown in FIG. 2 will be specifically described. The casing press-fitting section (while the revolving member (6) of the frame (1) and the casing (4) are revolved, the revolving member (6) and the casing (4) are lowered to place the casing (4) in the soil. At this time, the hydraulic motor (10) is driven to rotate the gear (11) → bearing with external gear (12) → revolving member (13) → torque transmission plate (14) →
Inform the shaft (16), rotate the shaft (16) and the rotary excavating bucket (15) to excavate the earth and sand in the casing (4), and when the excavation is completed, operate the crane to operate the shaft ( 16), the rotary digging bucket (15) and the torque transmission plate (14) are raised, and the rotary digging bucket (1
5) Take out above the casing (4) and discharge the soil.
第3図は,第1,2図のケーシング圧入施工部及び掘削
装置に設けた締付装置(6)(9)の詳細を示してお
り,円弧状部材(31)の両端部にピン(32)(32)を介
して円弧状部材(34)(34)を枢着し,同各円弧状部材
(34)の他端部にピン(33)(33)を介して油圧ジヤツ
キ(5)を枢着しており,油圧ジヤツキ(5)を伸縮方
向に作動し,円弧状部材(34)(34)を開閉して,ケー
シング(4)の締結,解放を行うようになっている。FIG. 3 shows details of the casing press-fitting section and the tightening devices (6) and (9) provided in the excavating device shown in FIGS. ) (32), the arc-shaped members (34) and (34) are pivotally connected, and the hydraulic jack (5) is connected to the other end of each of the arc-shaped members (34) via pins (33) and (33). It is pivotally connected, and the hydraulic jack (5) is operated in the expansion and contraction direction to open and close the arc-shaped members (34) and (34) to fasten and release the casing (4).
第4図,第1,2図のトルク伝達板(14)の詳細を示し
ており,トルク伝達板(14)は,旋回部材(13)の凸状
部(41)に係合する凹状部(42)と,断面四角形のシヤ
フト(16)に係合する断面四角形の係合孔(43)とを有
し,旋回部材(13)の旋回運動を凸状部(41)→凹状部
(42)→係合孔(43)→シヤフト(16)に伝えて,同シ
ヤフト(16)を回転させるようになっている。Fig. 4 shows the details of the torque transmission plate (14) of Figs. 4 and 5, and the torque transmission plate (14) has a concave portion (41) that engages with the convex portion (41) of the turning member (13). 42) and an engaging hole (43) having a rectangular cross section that engages with the shaft (16) having a rectangular cross section. The turning movement of the turning member (13) is changed from a convex portion (41) to a concave portion (42). The engagement hole (43) is transmitted to the shaft (16) to rotate the shaft (16).
(考案の効果) 本考案の竪孔掘削機は前記のように構成されており,
次の効果を達成できる。即ち、通常の竪孔掘削機は地中
に竪孔を掘削するとき、ケーシングの圧入〜中掘り〜ケ
ーシング接続〜中掘り(なおケーシング接続〜中掘りは
所定深さまで繰り返し行う)を実施し、その後、鉄筋
籠、トレミー管建て込み〜生コンクリート打設〜ケーシ
ング引抜きまでを行うが、これらの工程で特に中掘りに
着目した場合、ハンマグラブを自由落下させて、そのと
きの衝撃エネルギーにより掘削し、次いでハンマグラブ
を上昇させて、排土を行うという作業を繰り返し行っ
て、中掘りを行うので、騒音、振動が大きい。ケー
シング内に水がある場合、浮力によりハンマグラブの衝
撃エネルギーが低下して、掘削能率が著しく低下すると
いう問題がある。また他の竪孔掘削機として、アースド
リル工法機を組み合わせて、バケツトによる回転掘削を
行う竪孔掘削機もあるが、この竪孔掘削機は、アースド
リル工法機の回転駆動部の装着高さが低くて、中堀りす
る場合、長いケーシングを使用できないという不便さが
ある。しかし本考案の竪孔掘削機は、ケーシングの上端
部にシヤフトの回転駆動装置を取付けている。そしてケ
ーシング圧入施工部の旋回部材とケーシングとを揺動乃
至回転させながら、下降させて、ケーシングを土中に貫
入する一方、上記回転駆動装置を駆動して、その回転を
ケーシングの上端部に旋回可能に取付けた旋回部材→ト
ルク伝達板→シヤフトに伝え、同シヤフトと回転式掘削
バケットとを回転させて、ケーシング内の土砂を掘削
し、掘削が終わったら、シャフトと回転式掘削バケット
とトルク伝達板とを上昇させ、回転式掘削バケットをケ
ーシングの上方へ取り出して、排土するので、ハンマ
グラブの落下時に発生していた地盤振動、及び排土時に
発生していた騒音を低減でき、ケーシングの長さに左
右されずに圧入と同時に中掘りでき、水中掘削時にも
作業能率を低下させずに掘削できる。(Effects of the Invention) The pit excavator of the present invention is configured as described above.
The following effects can be achieved. That is, when a normal pit excavator excavates a pit in the ground, the press-fitting of the casing, the digging of the casing, the connection of the casing, and the digging of the casing (the casing connection to the digging are repeatedly performed to a predetermined depth), and thereafter, , Rebar baskets, trummy pipe installation-fresh concrete placement-casing pulling out, but when focusing on middle digging in these processes, the hammer club is allowed to fall freely and excavated by the impact energy at that time, The work of raising the hammer club and performing the earth removal is repeatedly performed, and digging is performed, so that noise and vibration are large. When water is present in the casing, there is a problem that the impact energy of the hammer rub is reduced due to buoyancy, and the excavation efficiency is significantly reduced. There is also a vertical drilling machine that performs rotary drilling with a bucket by combining an earth drilling machine with another vertical drilling machine.However, this vertical drilling machine has a mounting height of the rotary drive of the earth drilling machine. However, there is an inconvenience that a long casing cannot be used when digging in the middle. However, the shaft excavator of the present invention has a shaft rotary drive mounted on the upper end of the casing. Then, the swinging member and the casing of the casing press-fitting section are lowered while swinging or rotating, so that the casing penetrates into the soil, and the above-mentioned rotation driving device is driven to rotate the rotation to the upper end of the casing. Revolving member that can be mounted → torque transmission plate → transmit to the shaft, rotate the shaft and the rotary digging bucket to excavate the earth and sand inside the casing, and when the digging is completed, torque transmission with the shaft and rotary digging bucket Since the plate is lifted, the rotary excavator is taken out of the casing and the earth is discharged, so that the ground vibration generated when the hammer club fell and the noise generated when discharging the ground can be reduced. It is possible to excavate at the same time as press-fitting without being affected by the influence, and it is possible to excavate underwater excavation without lowering work efficiency.
第1図は本考案に係わる竪孔掘削機の一実施例を示す縦
断側面部,第2図は他の実施例を示す縦断側面図,第3
図はケーシング圧入施工部及び掘削装置に設けた締付装
置の詳細を示す平面図,第4図はトルク伝達板の詳細を
示す平面図,第5図は従来の竪孔掘削機の一例を示す縦
断側面図,第6図は従来の竪孔掘削機の他の例を示す縦
断側面図である。 (1)……ケーシング圧入施工部,(2)……ケーシン
グ圧入施工部(1)の揺動部材,(4)……ケーシン
グ,(6)……ケーシング圧入施工部(1)の旋回部
材,(10)〜(14)……シヤフトの回転駆動装置,(1
5)……掘削バケット,(16)……シヤフト。FIG. 1 is a vertical side view showing an embodiment of a vertical excavator according to the present invention, FIG. 2 is a vertical side view showing another embodiment, and FIG.
Fig. 4 is a plan view showing details of a casing press-fitting section and a tightening device provided in an excavator, Fig. 4 is a plan view showing details of a torque transmission plate, and Fig. 5 shows an example of a conventional shaft excavator. FIG. 6 is a vertical sectional side view showing another example of a conventional vertical excavator. (1) ... casing press-fitting section, (2) ... swinging member of casing press-fitting section (1), (4) ... casing, (6) ... turning member of casing press-fitting section (1), (10) to (14) ... Shaft rotary drive, (1
5) Drilling bucket, (16) Shaft.
Claims (1)
に圧入させるケーシング圧入施工部と、上記ケーシング
内に挿入した昇降可能なシヤフトと、同シヤフトの下端
部に取付けた掘削バケットと、上記ケーシングの上端部
に取付けたシヤフトの回転駆動装置とを有し、同シヤフ
トの回転駆動装置を、前記ケーシングの上端部に旋回可
能に取付けた旋回部材と、前記シヤフトに取付けて同シ
ヤフトが下降したときに前記旋回部材に着脱自在に係合
するトルク伝達板と、前記ケーシングの上端部に取付け
た油圧モータと、同油圧モータの回転を前記旋回部材に
伝達する歯輪機構とにより構成したことを特徴とする竪
孔掘削機。A casing press-fitting section for press-fitting into the soil while swinging or rotating the casing; a vertically movable shaft inserted into the casing; an excavating bucket attached to a lower end of the shaft; A rotary drive device for the shaft attached to the upper end of the casing, and a rotary member for rotatably mounting the rotary drive device for the shaft to the upper end portion of the casing; and A torque transmission plate detachably engaged with the turning member, a hydraulic motor mounted on an upper end of the casing, and a toothed wheel mechanism transmitting rotation of the hydraulic motor to the turning member. Pit excavator.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990093988U JP2546189Y2 (en) | 1990-09-10 | 1990-09-10 | Pit excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990093988U JP2546189Y2 (en) | 1990-09-10 | 1990-09-10 | Pit excavator |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0453877U JPH0453877U (en) | 1992-05-08 |
JP2546189Y2 true JP2546189Y2 (en) | 1997-08-27 |
Family
ID=31831593
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1990093988U Expired - Fee Related JP2546189Y2 (en) | 1990-09-10 | 1990-09-10 | Pit excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2546189Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2544191Y2 (en) * | 1993-02-15 | 1997-08-13 | 旭精機工業株式会社 | Planetary gear assembly assembly device |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58134479U (en) * | 1982-03-05 | 1983-09-09 | 三菱重工業株式会社 | drilling machinery |
JPS63223292A (en) * | 1987-03-12 | 1988-09-16 | 株式会社 松沢基工 | Method of large-diameter hole excavation construction |
-
1990
- 1990-09-10 JP JP1990093988U patent/JP2546189Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0453877U (en) | 1992-05-08 |
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