JPH051359B2 - - Google Patents
Info
- Publication number
- JPH051359B2 JPH051359B2 JP5815485A JP5815485A JPH051359B2 JP H051359 B2 JPH051359 B2 JP H051359B2 JP 5815485 A JP5815485 A JP 5815485A JP 5815485 A JP5815485 A JP 5815485A JP H051359 B2 JPH051359 B2 JP H051359B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- crawler
- clamp unit
- casing tube
- ground
- 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 - Lifetime
Links
- 238000005553 drilling Methods 0.000 claims description 21
- 230000003028 elevating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は穿孔時にケーシングチユーブの圧入及
び引抜きを行う装置を取付け得る地中穿孔装置に
関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an underground drilling apparatus to which a device for press-fitting and pulling out a casing tube during drilling can be attached.
従来地中穿孔具の昇降可能な起重機を搭載した
旋回台を、後部両側にアウトリガを取付けたクロ
ーラ走行装置のクローラ支持フレーム上に旋回自
在に取付けてなる起重機車と、該クローラ支持フ
レームの前部に後端が上下回動自在にピン連結さ
れる接地枠に、ケーシングチユーブを昇降自在に
案内するガイドフレームと、該ケーシングチユー
ブのクランプユニツトを左右交互回転させる駆動
装置と、クランプユニツト昇降シリンダとを取付
けてなるアタツチメントを含む地中穿孔装置は、
特公昭42−7948号公報等に示されている。
A hoist vehicle is constructed by mounting a swivel platform equipped with a hoist that can raise and lower a conventional underground drilling tool on a crawler support frame of a crawler traveling device with outriggers attached to both rear sides, and the front part of the crawler support frame. A guide frame for guiding the casing tube in a vertically movable manner, a drive device for rotating the clamp unit of the casing tube alternately left and right, and a clamp unit lifting cylinder are attached to the ground frame, the rear end of which is connected with a pin so that it can move up and down. The underground drilling equipment including the attached attachment is
This is shown in Japanese Patent Publication No. 42-7948.
しかし穿孔径、即ちケーシングチユーブの内径
が1.2m程度以上に大きくなると、接地枠に作用
するケーシングチユーブの圧入反力をアタツチメ
ントの自重で抑えることができず、接地枠上に多
数の錘りを載せねばならなくなつて、アタツチメ
ントの移動や据付けなどに多大の工数を必要とす
る。これを避けるため、クローラ支持フレームと
アタツチメントの間を、ケーシングチユーブの圧
入反力の受止めと接地した該アタツチメントの持
上げとが可能な油圧シリンダで連結すると、クロ
ーラ支持フレームへの接地枠連結ピンを中心とす
る該油圧シリンダ伸縮力のモーメントアーム長さ
が、該クローラ支持フレームの構造上小さくなる
ため、該油圧シリンダ容量の増大を招くのみなら
ず、アタツチメントを取脱した起重機車が前部ア
ウトリガを備えぬため、該起重機車をシートパイ
ルの振動打込工法のような既製杭打込工法、その
他の基礎工法等に転用することができなくなる。
However, when the diameter of the hole, that is, the inner diameter of the casing tube, becomes larger than about 1.2 m, the weight of the attachment cannot suppress the press-in reaction force of the casing tube that acts on the grounding frame, and many weights are placed on the grounding frame. This requires a large amount of man-hours to move and install the attachments. In order to avoid this, it is possible to connect the crawler support frame and the attachment with a hydraulic cylinder that can receive the press-fitting reaction force of the casing tube and lift the grounded attachment. The moment arm length of the hydraulic cylinder's central expansion and contraction force is reduced due to the structure of the crawler support frame, which not only causes an increase in the capacity of the hydraulic cylinder, but also causes the hoist car with the attachment removed to move the front outrigger. Therefore, the hoist car cannot be used for ready-made pile driving methods such as vibrating sheet pile driving methods, other foundation construction methods, etc.
本発明はこの問題に対処するもので、接地枠の
クランプユニツト昇降シリンダ連結部と、接地枠
後端の前記ピン連結部との間の該接地枠中間部に
下端を連結可能な垂直の油圧伸縮支脚を備える前
部アウトリガを、クローラ支持フレームの前部両
側に夫々取付けて、該前部アウトリガが接地枠に
作用するケーシングチユーブ圧入反力をクローラ
支持フレームに伝達するように構成し、且つ該油
圧伸縮支脚が、前記アタツチメント除去時の起重
機車前部を地面に安定支持させる伸長位置と、起
重機車に連結したアタツチメントを地面より持上
げる収縮位置との間で自由に伸縮調節できるよう
に、該油圧伸縮支脚のストロークを設定したこと
を特徴とする。
The present invention deals with this problem, and provides a vertical hydraulic extension whose lower end can be connected to the middle part of the earthing frame between the clamp unit lifting cylinder connection part of the earthing frame and the pin connection part of the rear end of the earthing frame. Front outriggers each having supporting legs are attached to both sides of the front part of the crawler support frame, and the front outriggers are configured to transmit the casing tube press-fit reaction force acting on the grounding frame to the crawler support frame, and the hydraulic pressure The hydraulic pressure is adjusted such that the telescopic support legs can be freely adjusted to expand and contract between an extended position in which the front part of the hoist car is stably supported on the ground when the attachment is removed, and a contracted position in which the attachment connected to the hoist car is lifted off the ground. The feature is that the stroke of the telescopic supporting legs is set.
地中穿孔具による穿孔時に、孔壁崩壊防止用の
ケーシングチユーブをクランプユニツトで締付け
或いは解放する操作と、該クランプユニツトを駆
動装置で左右交互回転或いは停止させる操作と、
該クランプユニツトをその昇降シリンダで上昇或
いは下降させる操作とを従来同様に組合わせて、
該ケーシングチユーブの圧入或いは引抜きを行う
際は、クローラ支持フレーム前部に接地枠後端を
ピン連結すると共に、前部アウトリガの油圧伸縮
支脚下端を接地枠中間部に連結して、地面に接地
枠を介して支持される該油圧伸縮支脚と、後部ア
ウトリガとで起重機車を地面に水平支持させる。
When drilling with an underground drilling tool, tightening or releasing a casing tube for preventing collapse of the hole wall using a clamp unit, and rotating or stopping the clamp unit alternately left and right using a drive device;
Combining the operation of raising or lowering the clamp unit with its lifting cylinder in the same manner as before,
When press-fitting or pulling out the casing tube, connect the rear end of the grounding frame to the front part of the crawler support frame with a pin, connect the lower end of the hydraulic telescopic support leg of the front outrigger to the middle part of the grounding frame, and attach the grounding frame to the ground. The hoist car is horizontally supported on the ground by the hydraulic telescoping support legs supported via the rear outrigger and the rear outrigger.
このためケーシングチユーブの圧入反力Rが第
6図のように接地枠のクランプユニツト昇降シリ
ンダ連結部に作用しても、該反力Rは両側の前部
アウトリガを介してクローラ支持フレームに伝達
される。即ち接地枠後端のピン連結部に作用する
下向きの力Qは、クローラ支持フレーム及びアウ
トリガを介して地面により受止められ、又両側の
油圧伸縮支脚に作用する上向きのより大きな力P
は、後部アウトリガの接地部を支点とする起重機
車全体の重量によつて抑えられる。 Therefore, even if the press-fit reaction force R of the casing tube acts on the clamp unit lifting cylinder connection part of the grounding frame as shown in Fig. 6, the reaction force R is transmitted to the crawler support frame via the front outriggers on both sides. Ru. That is, the downward force Q acting on the pin connection at the rear end of the grounding frame is received by the ground via the crawler support frame and outriggers, and the larger upward force P acting on the hydraulic telescoping legs on both sides.
is suppressed by the weight of the entire hoist, which is centered around the ground contact part of the rear outrigger.
この場合接地枠への油圧伸縮支脚連結部は、穿
孔を妨げない範囲内で接地枠後端のピン連結部よ
りクランプユニツト昇降シリンダの連結部に近い
所に位置させることができるから、クローラ支持
フレーム上端の地上高さが低いにも拘らず、力P
のモーメントアーム長さLを大きくして、クロー
ラ支持フレームの接地枠支持剛性を充分大きくし
得る。 In this case, the hydraulic telescopic support leg connection to the grounding frame can be located closer to the clamp unit lifting cylinder connection than the pin connection at the rear end of the grounding frame within a range that does not interfere with drilling. Despite the low ground height of the top end, the force P
By increasing the moment arm length L, the grounding frame support rigidity of the crawler support frame can be made sufficiently large.
又地中穿孔装置を次の穿孔場所に自走移動する
場合は、両側前部アウトリガの油圧伸縮支脚を収
縮位置に収縮することにより、接地枠後端のピン
連結部を支点として該接地枠を地面より持上げて
移動し、又地中穿孔装置を路上運搬する場合は、
該両側油圧伸縮支脚と接地枠との連結を解き、且
つクローラ支持フレームに対する接地枠後端の連
結を解いて、起重機車の分解輸送と、これより除
去したアタツチメントの別途輸送とを行う。更に
起重機車を他の基礎工法等に転用する場合は、該
起重機車よりアタツチメントを除去しさえすれば
よい。 In addition, when the underground drilling equipment is moved to the next drilling location by itself, the hydraulic telescoping support legs of the front outriggers on both sides are retracted to the retracted position, and the grounding frame is moved using the pin connection part at the rear end of the grounding frame as a fulcrum. When lifting the equipment off the ground and transporting it on the road,
The connection between the both-side hydraulic telescopic support legs and the grounding frame is released, and the rear end of the grounding frame is uncoupled from the crawler support frame, and the hoist car is disassembled and transported, and the attachments removed therefrom are transported separately. Furthermore, if the hoist car is to be used for other foundation construction methods, it is only necessary to remove the attachment from the hoist car.
図は垂直穿孔と傾斜穿孔の何れをも可能とした
本発明の一実施例を示し、アタツチメントは上下
の案内部材1,2間を後部中央のフレーム状支柱
3と前部両側の支柱4,4とで剛に結合固着して
なるガイドフレーム1,2を備え、その下部案内
部材2と、該上下案内部材間のクランプユニツト
5の両側に夫々上端を枢着6したクランプユニツ
ト昇降シリンダ7のピストンロツド下端とが、
夫々下部案内部材2の直径線上に設けた軸8によ
つて、接地枠9に固着したブラケツト10に枢架
される。11はガイドフレーム1,2の前端両側
と、接地枠9の前部両側に設けた支台12との間
を夫々連結する油圧シリンダで、該油圧シリンダ
11を伸縮調節することにより、該ガイドフレー
ムは軸8を支点として第2図の垂直位置より後方
に傾動調節可能である。
The figure shows an embodiment of the present invention that allows both vertical drilling and inclined drilling. A lower guide member 2 of the guide frames 1 and 2 is provided, and a piston rod of a clamp unit elevating cylinder 7 whose upper end is pivotally attached 6 to both sides of the clamp unit 5 between the upper and lower guide members. The lower end and
Each of the lower guide members 2 is pivotally mounted on a bracket 10 fixed to a grounding frame 9 by a shaft 8 provided on the diameter line thereof. Reference numeral 11 denotes a hydraulic cylinder that connects both sides of the front ends of the guide frames 1 and 2 and abutments 12 provided on both sides of the front part of the grounding frame 9. By adjusting the hydraulic cylinder 11 to extend or contract, the guide frame can be tilted rearward from the vertical position shown in FIG. 2 using the shaft 8 as a fulcrum.
クランプユニツト5は、第3図に示すように後
述の駆動装置を連結する後部セグメント5aの両
端に夫々、クランプユニツト昇降シリンダ7のカ
バー13と一体の側方セグメント5bと、油圧シ
リンダ14の両端を夫々連結した前部セグメント
5cとを順次鎖状にピン連結して、該油圧シリン
ダ14の伸縮により、該クランプユニツトを拡
開、収縮する従来同様の構成よりなる。各前後セ
グメント5a,5cには夫々ケーシングチユーブ
15の外径の大小に応じ交換可能な円弧状沓16
の中央部が夫々取付けられており、上下の案内部
材1,2も同様な円弧状沓を夫々備えている。 As shown in FIG. 3, the clamp unit 5 has side segments 5b integrated with a cover 13 of a clamp unit lifting cylinder 7, and both ends of a hydraulic cylinder 14, respectively, at both ends of a rear segment 5a that connects a drive device to be described later. The front segments 5c which are connected to each other are sequentially connected with pins in a chain shape, and the clamp unit is expanded and contracted by the expansion and contraction of the hydraulic cylinder 14, similar to the conventional structure. Each front and rear segment 5a, 5c has an arcuate shoe 16 that can be replaced depending on the outer diameter of the casing tube 15.
The upper and lower guide members 1 and 2 are respectively provided with similar arcuate shoes.
クランプユニツト5の駆動装置は、接地枠9よ
り後方に突出させた筒状アーム17の後端部上に
両ロツド形油圧シリンダ18のピストンロツド1
9端末を夫々固定し、該両ロツド形油圧シリンダ
18のシリンダに一端を枢着20したテレスコー
プ状伸縮腕21の他端をフオーク部分22に構成
して、該フオーク部分をクランプユニツト5の後
部セグメント5aに枢着23した従前同様の構成
よりなり、両ロツド形油圧シリンダ18を反覆し
て伸縮させると、該伸縮腕21が伸縮しながら、
クランプユニツト5で抱持緊締したケーシングチ
ユーブ15を左右交互回転させると同時に、クラ
ンプユニツト昇降シリンダ7の伸長或いは収縮を
許す。 The drive device of the clamp unit 5 includes a piston rod 1 of a double-rod type hydraulic cylinder 18 mounted on the rear end of a cylindrical arm 17 that projects rearward from the grounding frame 9.
9 terminals are fixed respectively, and the other end of the telescopic arm 21 with one end pivotally connected 20 to the cylinder of both rod-type hydraulic cylinders 18 is configured as a fork portion 22, and the fork portion is attached to the rear of the clamp unit 5. It has the same structure as before, with a pivot 23 attached to the segment 5a, and when both rod-type hydraulic cylinders 18 are repeatedly extended and contracted, the telescoping arm 21 is extended and contracted.
The casing tube 15 held and tightened by the clamp unit 5 is alternately rotated left and right, and at the same time, the clamp unit elevating cylinder 7 is allowed to expand or contract.
上部案内部材1は、平面C字状の案内筐24の
内側に設けた連続溝内に、順次鎖状にピン連結し
た4個の円弧状セグメント1a,1b,1c,1
d(第4図)を嵌装して、その両端の円弧状セグ
メント1a,1d間を油圧シリンダ25で連結し
てなり、該油圧シリンダ25を伸長して全円弧状
セグメントを案内筐24の内周壁に内接させた時
は、該円弧状セグメントがケーシングチユーブ1
5を昇降自在に案内する。又油圧シリンダ25を
縮小して該全円弧状セグメントで地中より抜取つ
たケーシングチユーブ15の下端部を抱持緊締し
た時は、該ケーシングチユーブの下端に連結され
ている第2のケーシングチユーブをクランプユニ
ツト5で抱持緊締した後、クランプユニツト昇降
シリンダ7を縮小させることにより、該上下ケー
シングチユーブを容易に分解できる。 The upper guide member 1 consists of four arc-shaped segments 1a, 1b, 1c, 1 that are sequentially connected with pins in a chain in a continuous groove provided inside a guide case 24 that is C-shaped in plan.
d (Fig. 4), and the arc-shaped segments 1a and 1d at both ends are connected by a hydraulic cylinder 25, and the hydraulic cylinder 25 is extended to move the entire arc-shaped segment into the guide housing 24. When inscribed in the peripheral wall, the arcuate segment is connected to the casing tube 1.
5 can be raised and lowered freely. Also, when the hydraulic cylinder 25 is contracted and the entire arcuate segment is used to hold and tighten the lower end of the casing tube 15 extracted from the ground, the second casing tube connected to the lower end of the casing tube is clamped. After clamping and tightening with the unit 5, the upper and lower casing tubes can be easily disassembled by contracting the clamp unit lifting cylinder 7.
第1図に示す地中穿孔装置は、クローラ走行装
置26に軸線0−0を中心とする旋回自在に搭載
した旋回台27に、デリツクシリンダ28により
起倒可能なマスト29の基端を枢架して、該マス
ト前面に固着したリーダ29aにアースオーガ穿
孔機を昇降自在に取付けてなる。アースオーガ穿
孔機は、マスト上端の滑車を経由したウインチ索
30にスイベルジヨイント31を介して吊下げら
れた伸縮自在なケリーバー32と、該ケリーバー
下端に固定したオーガビツト33と、リーダ29
aに昇降自在に取付けたケリーバー駆動用のロー
タリ34と、オーガビツト33に穿孔推力を与え
るようにマスト29とロータリ34の間に取付け
た油圧シリンダ35とを含む。尚36はリーダ2
9aに昇降自在に取付けたケリーバー上端の支持
アーム、37はアースオーガ穿孔の代りにハンマ
ーグラブ穿孔する場合に用いるハンマーグラブ吊
下げワイヤの支持アームで、該支持アーム37は
マスト29の前面一側に旋回可能に取付けられて
いる。 In the underground drilling device shown in FIG. 1, the base end of a mast 29 that can be raised and lowered by a derrick cylinder 28 is mounted on a swivel base 27 that is mounted on a crawler traveling device 26 so as to be able to rotate around an axis 0-0. An earth auger drilling machine is attached to a leader 29a fixed to the front surface of the mast so as to be movable up and down. The earth auger drilling machine includes a telescopic Kelly bar 32 suspended via a swivel joint 31 from a winch cable 30 via a pulley at the upper end of the mast, an auger bit 33 fixed to the lower end of the Kelly bar, and a leader 29.
It includes a rotary 34 for driving a kelly bar, which is attached to the shaft 33 so as to be able to rise and fall freely, and a hydraulic cylinder 35, which is attached between the mast 29 and the rotary 34 so as to give a drilling thrust to the augerbit 33. 36 is leader 2
9a is a support arm at the upper end of the Kelly bar that is attached to the upper end of the Kelly bar so that it can be raised and lowered; 37 is a support arm for a hammer grab hanging wire used when drilling a hammer grab instead of earth auger drilling; the support arm 37 is attached to one side of the front of the mast 29 It is pivotably mounted.
クローラ走行装置26に対する接地枠9の取付
けは、該接地枠後部の筒状アーム17内にテレス
コープ状に挿入した伸縮アーム38(第2図)の
後端立上り部分38aと、クローラ走行装置26
のクローラ支持フレーム39に固着したブラケツ
ト40とを着脱自在のピン41で連結し、且つ該
クローラ支持フレーム39に取付けた両側の前後
アウトリガ42,43の内、前部アウトリガ42
をクローラ走行方向と平行な伸縮水平ビーム44
の前端に垂直の油圧伸縮支脚45を取付けた構成
にすると共に、該油圧伸縮支脚45の接地板46
が第3図鎖線示或いは第5図のように接地枠9の
後部両側を抑え得るように、両側の伸縮水平ビー
ム44,44の間隔を設定している。 The grounding frame 9 is attached to the crawler traveling device 26 by attaching the rear end rising portion 38a of the telescopic arm 38 (FIG. 2) inserted into the cylindrical arm 17 at the rear of the grounding frame and the crawler traveling device 26.
Of the front and rear outriggers 42 and 43 on both sides, the front outrigger 42 is connected to a bracket 40 fixed to the crawler support frame 39 by a detachable pin 41, and is attached to the crawler support frame 39.
A telescopic horizontal beam 44 parallel to the crawler running direction
A vertical hydraulic telescoping support leg 45 is attached to the front end of the hydraulic telescoping support leg 45.
The distance between the telescopic horizontal beams 44, 44 on both sides is set so that both rear sides of the grounding frame 9 can be suppressed as shown by the chain lines in FIG. 3 or as shown in FIG.
このためマスト29及びガイドフレーム1,2
を第1図に示す傾斜位置にして穿孔する場合に
は、伸縮水平ビーム44を図示のように伸長する
と共に、接地枠9に対し伸縮アーム38を第3図
鎖線示Wのように伸長すればよく、又該マスト及
びガイドフレームを垂直位置にして穿孔する場合
には、伸縮水平ビーム44と伸縮アーム38とを
第5図或いは第6図に示すように収縮すればよ
い。 Therefore, the mast 29 and the guide frames 1, 2
In order to drill holes in the inclined position shown in FIG. 1, extend the telescopic horizontal beam 44 as shown in the figure, and extend the telescopic arm 38 with respect to the grounding frame 9 as shown by the chain line W in FIG. 3. If drilling is to be performed with the mast and guide frame in the vertical position, the telescoping horizontal beam 44 and the telescoping arm 38 may be retracted as shown in FIG. 5 or 6.
接地枠9に対する油圧伸縮支脚下端の連結機構
は、その接地板46に前後一対のフツク46a
(第5図)を取付け、接地枠上に載置した該接地
板の前後フツク46aに夫々係脱自在なリンク環
47を接地枠側の連結金具48に連結してなる。
このため各リンク環47を対応フツク46aに第
5図のように係合した状態で両側油圧伸縮支脚4
5を収縮すれば、接地枠9或いはアタツチメント
は地面より持上げられ、地中穿孔装置の移動を可
能とする。 The connection mechanism of the lower end of the hydraulic telescopic support leg to the grounding frame 9 includes a pair of front and rear hooks 46a on the grounding plate 46.
(Fig. 5) is attached, and link rings 47 which can be freely engaged and disengaged are connected to the front and rear hooks 46a of the ground plate placed on the ground frame, respectively, to the connecting fittings 48 on the ground frame side.
Therefore, when each link ring 47 is engaged with the corresponding hook 46a as shown in FIG.
5, the grounding frame 9 or the attachment is lifted from the ground, allowing movement of the underground drilling device.
尚接地枠後端をクローラ支持フレームのブラケ
ツト40に連結するピン41のピン孔を垂直の長
孔40aにしておけば、アタツチメントの重心が
接地枠9の接地板連結部分より前方に位置するた
め、該接地枠の持上げの際に、ピン41が長孔4
0aの上端に係合して、接地枠9を略水平状態に
持上げることができ、移動容易となる。 If the pin hole of the pin 41 that connects the rear end of the grounding frame to the bracket 40 of the crawler support frame is made into a vertical elongated hole 40a, the center of gravity of the attachment will be located in front of the connecting part of the grounding plate of the grounding frame 9. When lifting the grounding frame, the pin 41 is inserted into the elongated hole 4.
By engaging with the upper end of the frame 0a, the grounding frame 9 can be lifted to a substantially horizontal state, making it easy to move.
又後部アウトリガ43は、クローラ走行方向と
平行にクローラ支持フレーム39より後方に延び
るフレーム49(第6図)の後端に、両側に張出
し可能な伸縮水平ビーム50を取付けて、該伸縮
水平ビーム50の先端に夫々垂直の油圧伸縮支脚
51を取付けるのがよい。 Further, the rear outrigger 43 has a telescopic horizontal beam 50 that can be extended on both sides attached to the rear end of the frame 49 (FIG. 6) that extends rearward from the crawler support frame 39 in parallel with the crawler running direction. It is preferable to attach vertical hydraulic telescoping support legs 51 to the tips of the two.
尚起重機車上の油圧源と、アタツチメントに取
付けた油圧シリンダ7,14,18等との間を連
結する油圧ホースの途中には分離自在な管継手を
設けて、該起重機車とアタツチメントの分離を可
能としていることは勿論である。 In addition, a separable pipe joint is provided in the middle of the hydraulic hose that connects the hydraulic source on the hoist car and the hydraulic cylinders 7, 14, 18, etc. attached to the attachment, so that the hoist car and the attachment can be separated. Of course, it is possible.
本発明によれば、接地枠上に取付けたケーシン
グチユーブの圧入及び引抜装置をアタツチメント
として起重機車に着脱可能に取付ける構成であり
ながら、そのクローラ走行装置側に取付けた前部
アウトリガを利用して、後部アウトリガを支点と
する起重機車重量でケーシングチユーブ圧入時の
接地枠浮上がりを阻止するため、大口径のケーシ
ングチユーブの圧入及び引抜きが可能となり、し
かも起重機車を他の工法等に転用できる効果があ
る。
According to the present invention, although the casing tube press-fitting and pulling device mounted on the grounding frame is configured to be removably attached to the hoist vehicle as an attachment, the front outrigger attached to the crawler traveling device side is used to The weight of the hoist vehicle, which uses the rear outrigger as a fulcrum, prevents the grounding frame from lifting when the casing tube is pressed in, making it possible to press in and pull out large-diameter casing tubes, and also allowing the hoist vehicle to be used for other construction methods. be.
第1図は本発明一実施例の側面図、第2図はそ
のアタツチメントの側面図、第3図及び第4図は
夫々第2図のX−X断面図及びY−Y断面図、第
5図はクローラ支持フレームに対する接地枠取付
部の側面図、第6図は本発明の作用を示す要部の
縦断側面図である。
1,2……ガイドフレーム、5……クランプユ
ニツト、7……クランプユニツト昇降シリンダ、
9……接地枠、26……クローラ走行装置、27
……旋回台、29……マスト、32……ケリーバ
ー、34……ロータリ、39……クローラ支持フ
レーム、41……ピン、42,43……前後アウ
トリガ、45……油圧伸縮支脚、46……接地
板、47……リンク環。
FIG. 1 is a side view of one embodiment of the present invention, FIG. 2 is a side view of its attachment, FIGS. 3 and 4 are XX and YY sectional views of FIG. 2, respectively, and FIG. The figure is a side view of the grounding frame attachment portion to the crawler support frame, and FIG. 6 is a longitudinal sectional side view of the main parts showing the effect of the present invention. 1, 2... Guide frame, 5... Clamp unit, 7... Clamp unit lifting cylinder,
9... Grounding frame, 26... Crawler traveling device, 27
... Swivel base, 29 ... Mast, 32 ... Kelly bar, 34 ... Rotary, 39 ... Crawler support frame, 41 ... Pin, 42, 43 ... Front and rear outriggers, 45 ... Hydraulic telescopic support leg, 46 ... Ground plate, 47...link ring.
Claims (1)
回台を、後部両側にアウトリガを取付けたクロー
ラ走行装置のクローラ支持フレーム上に旋回自在
に取付けてなる起重機車と、該クローラ支持フレ
ームの前部に後端が上下回動自在にピン連結され
る接地枠に、ケーシングチユーブを昇降自在に案
内するガイドフレームと、該ケーシングチユーブ
のクランプユニツトを左右交互回転させる駆動装
置と、該クランプユニツトの昇降シリンダとを取
付けてなるアタツチメントとを含む地中穿孔装置
において、接地枠のクランプユニツト昇降シリン
ダ連結部と、接地枠後端の前記ピン連結部との間
の該接地枠中間部に下端を連結可能な垂直の油圧
伸縮支脚を備える前部アウトリガを、クローラ支
持フレームの前部両側に夫々取付けて、該前部ア
ウトリガが接地枠に作用するケーシングチユーブ
圧入反力をクローラ支持フレームに伝達するよう
に構成し、且つ該油圧伸縮支脚が、前記アタツチ
メント除去時の起重機車前部を地面に安定支持さ
せる伸長位置と、起重機車に連結したアタツチメ
ントを地面より持上げる収縮位置との間で自由に
伸縮調節できるように、該油圧伸縮支脚のストロ
ークを設定したことを特徴とする地中穿孔装置。1. A hoisting machine, which is constructed by mounting a swivel platform equipped with a hoist capable of raising and lowering an underground boring tool on a crawler support frame of a crawler traveling device with outriggers attached to both rear sides, and the front part of the crawler support frame. A guide frame that guides the casing tube so that it can move up and down, a drive device that alternately rotates the clamp unit of the casing tube left and right, and a lift cylinder of the clamp unit are connected to a ground frame whose rear end is connected with a pin so that it can move up and down. In an underground drilling device, the lower end can be connected to an intermediate portion of the earthing frame between the clamp unit elevating cylinder connecting portion of the earthing frame and the pin connecting portion at the rear end of the earthing frame. Front outriggers each having a vertical hydraulic telescoping support leg are attached to each of the front sides of the crawler support frame, and the front outriggers are configured to transmit a casing tube press-in reaction force acting on the grounding frame to the crawler support frame. , and the hydraulic telescopic support leg can be freely adjusted to expand and contract between an extended position in which the front part of the hoist car is stably supported on the ground when the attachment is removed, and a contracted position in which the attachment connected to the hoist car is lifted from the ground. An underground drilling device characterized in that the stroke of the hydraulic telescopic support leg is set as follows.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5815485A JPS61221486A (en) | 1985-03-25 | 1985-03-25 | Underground drilling apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5815485A JPS61221486A (en) | 1985-03-25 | 1985-03-25 | Underground drilling apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61221486A JPS61221486A (en) | 1986-10-01 |
| JPH051359B2 true JPH051359B2 (en) | 1993-01-08 |
Family
ID=13076071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5815485A Granted JPS61221486A (en) | 1985-03-25 | 1985-03-25 | Underground drilling apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61221486A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5859113A (en) | 1997-07-17 | 1999-01-12 | E. I. Du Pont De Nemours And Company | Pigment dispersions containing hydroxylated AB-block polymer dispersant |
| JP7061526B2 (en) * | 2018-07-02 | 2022-04-28 | 鹿島建設株式会社 | Excavation method and excavation equipment |
-
1985
- 1985-03-25 JP JP5815485A patent/JPS61221486A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61221486A (en) | 1986-10-01 |
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