JPH0352263Y2 - - Google Patents

Info

Publication number
JPH0352263Y2
JPH0352263Y2 JP1984008702U JP870284U JPH0352263Y2 JP H0352263 Y2 JPH0352263 Y2 JP H0352263Y2 JP 1984008702 U JP1984008702 U JP 1984008702U JP 870284 U JP870284 U JP 870284U JP H0352263 Y2 JPH0352263 Y2 JP H0352263Y2
Authority
JP
Japan
Prior art keywords
casing
steel pipe
holder
vibration
rotating shaft
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
JP1984008702U
Other languages
Japanese (ja)
Other versions
JPS60120036U (en
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 filed Critical
Priority to JP870284U priority Critical patent/JPS60120036U/en
Publication of JPS60120036U publication Critical patent/JPS60120036U/en
Application granted granted Critical
Publication of JPH0352263Y2 publication Critical patent/JPH0352263Y2/ja
Granted legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建設工事で杭等の旋工に使用する掘
削装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an excavation device used for turning piles, etc. in construction work.

〔従来の技術〕[Conventional technology]

鋼管ケーシングを使用して地盤をコア状に切込
む技術はすでに種々提案されており、例えばアー
スオーガーにケーシングの回転駆動部を設け、該
ケーシングを回転さながら地中に切込むとともに
個別の駆動装置でケーシング内の土砂をスクリユ
ーで掘削する装置などが存在する。
Various technologies have already been proposed for cutting into the ground into a core shape using a steel pipe casing. There are devices that use screws to excavate the earth and sand inside the casing.

このように削孔にケーシングを用いる場合に単
に回転させるだけでなく振動を加えればより効率
的な掘削が可能であるが、回転は水平方向の力
を、一方振動は上下方向の力をそれぞれ加えるも
のであり、同時に進行させるのは非常に不向きな
ものとなる。また、前記アースオーガーでは当然
のことながら主たる掘削手段はスクリユーに限定
されており、多様性の乏しいものである。
When using a casing for drilling in this way, it is possible to drill more efficiently by applying vibration instead of simply rotating it, but rotation applies a horizontal force, while vibration applies a vertical force. Therefore, it would be extremely unsuitable to proceed at the same time. Further, in the earth auger, as a matter of course, the main excavation means is limited to a screw, and there is a lack of variety.

これに対して特開昭51−151604号公報では、穿
孔に際し、鋼管ケーシングに回転および振動を加
えて地盤を効率よく掘削する技術が示されてい
る。
On the other hand, Japanese Patent Application Laid-open No. 151604/1983 discloses a technique for efficiently excavating the ground by applying rotation and vibration to a steel pipe casing during drilling.

すなわち、この特開昭51−151604号公報はさく
孔ヘツドを先端に備えた回転パイプを打撃手段に
連絡して、この打撃手段で回転パイプを軸方向前
方に緩衝打撃するものである。
That is, in this Japanese Patent Application Laid-open No. 51-151604, a rotary pipe having a drilling head at its tip is connected to a striking means, and the striking means shocks the rotary pipe forward in the axial direction.

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

しかし、この特開昭51−151604号公報の掘削装
置は、重量物であるケーシングの回転装置(フレ
ーム16に設けた専用モータ18やピニオン19
やチヤツク12等)もケーシングとともに打撃手
段での振動を受けることになる。
However, the excavation equipment disclosed in Japanese Patent Application Laid-Open No. 51-151604 has a heavy casing rotating device (such as a special motor 18 and a pinion 19 provided on the frame 16).
, chuck 12, etc.) are also subjected to vibrations from the striking means together with the casing.

その結果、モータを振動に耐えうる充分に強固
なものにしなければならず、高価なものとしなけ
ればならない。
As a result, the motor must be made sufficiently strong to withstand vibrations and must be expensive.

また、重量物であるケーシングの回転装置をも
振動させるためには、必要以上の起振力を必要と
し、大型の打撃手段(振動装置)を用いなければ
ならない。
Furthermore, in order to vibrate the rotating device of the casing, which is a heavy object, a vibration force greater than necessary is required, and a large-sized impact means (vibration device) must be used.

本考案の目的は前記従来例の不都合を解消し、
複雑な機構を備えずとも鋼管ケーシングへ回転の
みならず同時に振動を加えられるようにして効率
的な地盤への切込みが達成できるようにする場合
に、鋼管ケーシングに加える振動をこの鋼管ケー
シングの回転駆動装置には極力伝えないようにし
た掘削装置を提供することにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
In order to achieve efficient cutting into the ground by applying not only rotation but also vibration to the steel pipe casing without a complicated mechanism, the vibration applied to the steel pipe casing can be used to drive the rotation of the steel pipe casing. The purpose is to provide a drilling equipment that prevents information from being transmitted to the equipment as much as possible.

〔課題を解決するための手段〕[Means to solve the problem]

本考案は前記目的を達成するため、モーターに
減速機を介して中空回転軸を連結した駆動装置の
基部からホルダーを立設し、その先端にシーブを
取付けて全体を吊り下げるようにし、掘削可能な
鋼管ケーシングを中空回転軸に挿入してその外周
を上下方向に摺動可能に連結し、貫通中空部を形
成し、該中空部をケーシング上端開口に連通させ
た起振装置を該鋼管ケーシングの上端に取付ける
とともにこの起振装置をバネ等の緩衝体を介在さ
せて前記ホルダーから吊り下げたことを要旨とす
るものである。
In order to achieve the above-mentioned purpose, the present invention installs a holder upright from the base of a drive device in which a hollow rotating shaft is connected to a motor via a reducer, and attaches a sheave to the tip of the holder to suspend the whole thing, making it possible to excavate. A steel pipe casing is inserted into a hollow rotating shaft, its outer periphery is connected so as to be slidable in the vertical direction, a through-hollow part is formed, and the vibration excitation device is connected to the steel pipe casing by making the hollow part communicate with the upper end opening of the casing. The gist is that the vibration generating device is attached to the upper end and suspended from the holder with a buffer such as a spring interposed therebetween.

〔作用〕[Effect]

本考案によれば、起振装置は該鋼管ケーシング
の上端に取付けるが、この起振装置はバネ等の緩
衝体を介在させて駆動装置の基部から立設するホ
ルダーから吊り下げるものであり、該緩衝体によ
り起振装置の振動は緩和され、駆動装置にはほと
んど伝わらないものとなる。
According to the present invention, the vibration excitation device is attached to the upper end of the steel pipe casing, and the vibration excitation device is suspended from a holder erected from the base of the drive device with a buffer such as a spring interposed. The vibration of the oscillating device is alleviated by the shock absorber, and almost no vibration is transmitted to the drive device.

〔考案の実施例〕[Example of idea]

以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案の掘削装置の実施例を示す一部
切欠いた正面図で、図中1は先端に掘削刃2を一
体的に形成又は植設して設けた鋼管ケーシングを
示し、3はこの鋼管ケーシング1を回転させるた
めの駆動装置である。該駆動装置3は、平板状の
基部4にモーター5,5′を取付け、かつこれに
接続する減速機を内蔵し、さらに該減速機を介し
て中央に設けた中空回転軸6を前記モーター5,
5′に連結している。
FIG. 1 is a partially cutaway front view showing an embodiment of the drilling equipment of the present invention, in which 1 indicates a steel pipe casing with a drilling blade 2 integrally formed or implanted at the tip, and 3 This is a drive device for rotating this steel pipe casing 1. The drive device 3 has motors 5 and 5' attached to a flat base 4, and a built-in reducer connected to the motors.Furthermore, a hollow rotating shaft 6 provided at the center is connected to the motor 5 through the reducer. ,
It is connected to 5'.

さらに、前記駆動装置3は基部4からホルダー
7を立設し、その先端にシーブ8を取付け、全体
を例えば移動可能な車輛に起伏自在に設けたリー
ダーのトツプシーブからワイヤー9で上下動自在
に吊り下げるようにした。
Furthermore, the drive device 3 has a holder 7 erected from the base 4, a sheave 8 attached to the tip thereof, and the whole is suspended by a wire 9 from a top sheave of a leader provided in a movable vehicle so as to be movable up and down. I tried to lower it.

前記中空回転軸6内に鋼管ケーシング1の上部
を挿入し、該回転軸6の下端から内側に向けて先
端にローラ10を取付けた突部11を突出し、一
方、ケーシング1の外周面には放射状にスプライ
ン12を突設して前記ローラ10をケーシング1
の外周面に当接させるとともに突部11とスプラ
イン12とを係合させてケーシング1と中空回転
軸6とを上下方向に摺動可能に連結する。なお、
他の実施例として回転軸6側からもスプラインを
突設し、このスプラインとケーシング1側のスプ
ライン12を係合させるよにしてもよい。
The upper part of the steel pipe casing 1 is inserted into the hollow rotating shaft 6, and a protrusion 11 with a roller 10 attached to the tip protrudes from the lower end of the rotating shaft 6. A spline 12 is provided protrudingly to connect the roller 10 to the casing 1.
The protrusion 11 and the spline 12 are engaged with each other to connect the casing 1 and the hollow rotating shaft 6 so as to be slidable in the vertical direction. In addition,
As another embodiment, a spline may also be provided protruding from the rotating shaft 6 side, and this spline may be engaged with the spline 12 on the casing 1 side.

また、前記ホルダー7からバネ等の緩衝体13
を介在させて起振装置14を吊り下げるが、該起
振装置14は第2図に示すように振動駆動源とな
る両軸モーター15を備えるとともに中央に前記
鋼管ケーシング1とほぼ同径の貫通中空部16を
形成したもので、該起振装置14の下端に鋼管ケ
ーシング1の上端をベアリング38を介して回動
自在に取付け、その際ケーシング1の上端開口1
aと前記貫通中空部16とを連通させて、後述の
ごとく上方からケーシング1内へバケツト等の掘
削手段を挿入できるようにした。図中17は起振
装置14とケーシング1との間におかれ、水やセ
メントミルク又は空気等をケーシング1内に流入
させるためのスイベル装置を示す。
In addition, a shock absorber 13 such as a spring is connected to the holder 7.
As shown in FIG. 2, the vibration generating device 14 is suspended with a vibration generating device 14, which is equipped with a double-shaft motor 15 that serves as a vibration drive source and has a through hole in the center having approximately the same diameter as the steel pipe casing 1. A hollow portion 16 is formed, and the upper end of the steel pipe casing 1 is rotatably attached to the lower end of the vibration excitation device 14 via a bearing 38. At this time, the upper end opening 1 of the casing 1 is
A and the through-hole hollow part 16 are communicated with each other, so that an excavating means such as a bucket can be inserted into the casing 1 from above as described later. In the figure, reference numeral 17 indicates a swivel device which is placed between the vibration device 14 and the casing 1 and is used to cause water, cement milk, air, etc. to flow into the casing 1.

次に使用法及び作用について説明すると、モー
ター5,5′を始動すれば中空回転軸6が回転し、
これに伴つて鋼管ケーシング1も回転し、さら
に、起振装置14のモーター15を動かせば同時
に鋼管ケーシング1に振動が加えられ、回転と振
動の両作用でケーシング1は効率よく地中に切込
まれていく。なお、中空回転軸6による回転は一
方向のみの回転でなく左右に揺動させるものでも
よく、中空回転軸6とケーシング1とは上下方向
に摺動可能に連結させているので振動が回転の支
障になることはない。
Next, the usage and operation will be explained. When the motors 5 and 5' are started, the hollow rotating shaft 6 rotates.
Along with this, the steel pipe casing 1 also rotates, and when the motor 15 of the vibration excitation device 14 is activated, vibration is applied to the steel pipe casing 1 at the same time, and the casing 1 is efficiently cut into the ground by both rotation and vibration. It's getting worse. Note that the rotation by the hollow rotating shaft 6 is not limited to rotation in only one direction, but may also be performed by swinging from side to side.Since the hollow rotating shaft 6 and the casing 1 are connected so as to be slidable in the vertical direction, vibrations are not caused by the rotation. It won't be a hindrance.

このようにして、第4図及び第5図に示すよう
に鋼管ケーシング1が地盤に挿入されていくが、
ケーシング1の上方には空間が確保されているの
で、貫通中空部16を介して掘削手段を別途吊り
下げながら挿入し、ケーシング1内の掘削排土を
行う。かかる掘削手段としてはハンマグラブ掘削
機、クラムシエルバケツト、オーガードリリング
バケツトその他種々のものが考えられ地盤の状態
などに合せて適宜選択できるが、一例として第3
図に示すようなスクリユーコンベアつきバケツト
掘削機20を用いると効率がよい。
In this way, the steel pipe casing 1 is inserted into the ground as shown in FIGS. 4 and 5.
Since a space is secured above the casing 1, an excavating means is inserted through the penetrating hollow part 16 while being suspended separately, and the inside of the casing 1 is excavated and discharged. Such excavation means include a hammer grab excavator, a clam shell bucket, an auger drilling bucket, and various other methods, which can be selected as appropriate depending on the ground condition.
It is efficient to use a bucket excavator 20 with a screw conveyor as shown in the figure.

該掘削機20は、円筒状ホルダ21に一端を固
定された油圧シリンダ22のラム23先端に円筒
状バケツト24を同心的に固定し、該バケツト2
4はその開口下端面に2つ割円錐状のキヤツプ2
5,25を開閉自在にヒンジ連結するとともに、
バケツト内に油圧モーター26により回転される
スクリユーコンベア27を同心的に位置させ、上
記キヤツプ25,25を鎖線の位置に開いた状態
で油圧シリンダ22の駆動によりバケツト24を
降下させてそのキヤツプ25,25をケーシング
内面に沿つて地盤に押しこみ、そしてスクリユー
コンベア27により土砂をバケツト24内に搬入
し、満杯となつたらキヤツプ25,25を閉じて
ケーシング1外へ吊り上げて排土し、再び掘削を
行うものである。28はキヤツプ開閉用油圧シリ
ンダ、29は連結ロツド、30はホルダ21の外
周面から進退できるように摺動自在に支持した係
止片で、これをケーシング1の内面に接離してホ
ルダ21をケーシングに係脱させるカム。31は
上記係止片30を進退させるカム、32は該カム
31を移動させる油圧シリンダである。
The excavator 20 has a cylindrical bucket 24 fixed concentrically to the tip of a ram 23 of a hydraulic cylinder 22 whose one end is fixed to a cylindrical holder 21.
4 has a bifurcated conical cap 2 on the lower end surface of the opening.
5 and 25 are hinged so that they can be opened and closed,
A screw conveyor 27 rotated by a hydraulic motor 26 is positioned concentrically within the bucket, and with the caps 25, 25 open to the positions shown by the chain lines, the bucket 24 is lowered by the drive of the hydraulic cylinder 22, and the cap 25 is lowered by the drive of the hydraulic cylinder 22. , 25 into the ground along the inner surface of the casing, and the soil is carried into the bucket 24 by the screw conveyor 27. When it is full, the caps 25, 25 are closed and the soil is lifted out of the casing 1 to be discharged again. It is used for excavation. 28 is a hydraulic cylinder for opening and closing the cap, 29 is a connecting rod, and 30 is a locking piece that is slidably supported so that it can move forward and backward from the outer circumferential surface of the holder 21. This is brought into contact with and separated from the inner surface of the casing 1 to close the holder 21 to the casing. A cam that engages and disengages the cam. 31 is a cam that moves the locking piece 30 forward and backward, and 32 is a hydraulic cylinder that moves the cam 31.

次に、第7図のように鉄筋カゴ37をケーシン
グ1上端から竪孔36内に挿入し、ついでスイベ
ル装置17を介して又は別途トレミー管を用いて
コンクリートをケーシング1内に打設する。次
に、打設したコンクリートが硬化しない間に第8
図のようにケーシング1を回転かつ振動させつつ
上方へ引き抜く。このようにしてコンクリートが
硬化すると大径の鉄筋入りコンクリート杭が地盤
内に造成される。
Next, as shown in FIG. 7, a reinforcing bar cage 37 is inserted into the vertical hole 36 from the upper end of the casing 1, and then concrete is poured into the casing 1 via the swivel device 17 or by using a separate tremie pipe. Next, while the poured concrete has not hardened, the eighth
Pull out the casing 1 upward while rotating and vibrating it as shown in the figure. When the concrete hardens in this way, large diameter reinforced concrete piles are created in the ground.

〔考案の効果〕[Effect of idea]

以上述べたように本考案の掘削装置は、鋼管ケ
ーシングを単に回転させるだけでなく同時に振動
を与えて地盤中に切込むようにしたのできわめて
効率的に挿入できるものである。
As described above, the excavator of the present invention not only rotates the steel pipe casing, but also vibrates it at the same time to cut into the ground, so it can be inserted very efficiently.

しかも、該ケーシングの上方は大きな開口が確
保されるので、種々の掘削手段をケーシング内に
差入れることができ多様性に富む使用が可能なも
のである。
Furthermore, since a large opening is secured above the casing, various excavating means can be inserted into the casing, allowing for a wide variety of uses.

また、起振装置は該鋼管ケーシングの上端に取
付けるが、この起振装置はバネ等の緩衝体を介在
させて駆動装置の基部から立設するホルダーから
吊り下げるものであり、該緩衝体により起振装置
の振動は緩和され、駆動装置にはほとんど伝わら
ないものとなり、その結果、モーターを振動に耐
えうる充分に強固なものにする必要もなく、必要
以上の起振力を必要とないので振動装置も小型の
ものですむ。
In addition, the vibration generator is attached to the upper end of the steel pipe casing, and this vibration generator is suspended from a holder that stands up from the base of the drive device with a buffer such as a spring interposed. The vibrations of the vibrating device are reduced and hardly transmitted to the drive device, and as a result, there is no need to make the motor strong enough to withstand vibrations, and no more excitation force than necessary is required, so the vibrations are reduced. The device also needs to be small.

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

第1図は本考案の掘削装置の実施例を示す一部
切欠いた正面図、第2図は起振装置部分の平面
図、第3図は本考案の掘削装置と併用する掘削装
置の一例を示す縦断正面図、第4図〜第8図は本
考案装置及び第3図装置を用いた場合の各工程を
示す縦断正面図である。 1……鋼管ケーシング、1a……開口端、2…
…掘削刃、3………駆動装置、4……基部、5,
5′……モーター、6……中空回転軸、7……ホ
ルダー、8……シーブ、9……ワイヤー、10…
…ローラ、11……突部、12……スプライン、
13……緩衝体、14……起振装置、15……両
軸モーター、16……貫通中空部、17……スイ
ベル装置、20……スクリユーコンベアつきバケ
ツト掘削機、21……円筒状ホルダ、22……油
圧シリンダ、23……ラム、24……円筒バケツ
ト、25……キヤツプ、26……油圧モーター、
27……スクリユーコンベア、28……キヤツプ
開閉用油圧シリンダ、29……連結ロツド、30
……係止片、31……カム、32……油圧シリン
ダ、36……大口径竪孔、37……鉄筋カゴ、3
8……ベアリング。
Fig. 1 is a partially cutaway front view showing an embodiment of the excavation rig of the present invention, Fig. 2 is a plan view of the exciter section, and Fig. 3 is an example of the excavation rig used in combination with the excavation rig of the present invention. 4 to 8 are longitudinal sectional front views showing each process when the apparatus of the present invention and the apparatus shown in FIG. 3 are used. 1... Steel pipe casing, 1a... Open end, 2...
...Drilling blade, 3... Drive device, 4... Base, 5,
5'... Motor, 6... Hollow rotating shaft, 7... Holder, 8... Sheave, 9... Wire, 10...
...Roller, 11...Protrusion, 12...Spline,
13...Buffer body, 14...Exciter, 15...Double shaft motor, 16...Through hollow part, 17...Swivel device, 20...Bucket excavator with screw conveyor, 21...Cylindrical holder , 22...Hydraulic cylinder, 23...Ram, 24...Cylindrical bucket, 25...Cap, 26...Hydraulic motor,
27... Screw conveyor, 28... Hydraulic cylinder for opening and closing the cap, 29... Connection rod, 30
... Locking piece, 31 ... Cam, 32 ... Hydraulic cylinder, 36 ... Large-diameter vertical hole, 37 ... Rebar cage, 3
8...Bearing.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] モータに減速機を介して中空回転軸を連結した
駆動装置の基部からホルダーを立設し、その先端
にシーブを取付けて全体を吊り下げるようにし、
掘削可能な鋼管ケーシングを中空回転軸に挿入し
てその外周を上下方向に摺動可能に連結し、貫通
中空部を形成し、該中空部をケーシング上端開口
に連通させた起振装置を該鋼管ケーシングの上端
に取付けるとともにこの起振装置をバネ等の緩衝
体を介在させて前記ホルダーから吊り下げたこと
を特徴とする掘削装置。
A holder is installed upright from the base of the drive device, which connects a hollow rotating shaft to the motor via a reducer, and a sheave is attached to the tip of the holder to suspend the entire device.
An excitable steel pipe casing is inserted into a hollow rotating shaft, its outer periphery is connected so as to be slidable in the vertical direction, a through-hollow part is formed, and the vibration excitation device is connected to the steel pipe by making the hollow part communicate with the upper end opening of the casing. 1. An excavation device characterized in that the vibration excitation device is attached to the upper end of a casing and suspended from the holder with a buffer such as a spring interposed therebetween.
JP870284U 1984-01-25 1984-01-25 drilling rig Granted JPS60120036U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP870284U JPS60120036U (en) 1984-01-25 1984-01-25 drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP870284U JPS60120036U (en) 1984-01-25 1984-01-25 drilling rig

Publications (2)

Publication Number Publication Date
JPS60120036U JPS60120036U (en) 1985-08-13
JPH0352263Y2 true JPH0352263Y2 (en) 1991-11-12

Family

ID=30488231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP870284U Granted JPS60120036U (en) 1984-01-25 1984-01-25 drilling rig

Country Status (1)

Country Link
JP (1) JPS60120036U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002250793A (en) * 2001-02-26 2002-09-06 Teikoku Sen I Co Ltd Decontamination equipment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51151604A (en) * 1975-06-21 1976-12-27 Furukawa Kogyo Kk Drilling insertion part of drilling machine
JPS5641928A (en) * 1979-09-10 1981-04-18 Toa Harbor Works Co Ltd Method for driving pile into rock bed

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51151604A (en) * 1975-06-21 1976-12-27 Furukawa Kogyo Kk Drilling insertion part of drilling machine
JPS5641928A (en) * 1979-09-10 1981-04-18 Toa Harbor Works Co Ltd Method for driving pile into rock bed

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002250793A (en) * 2001-02-26 2002-09-06 Teikoku Sen I Co Ltd Decontamination equipment

Also Published As

Publication number Publication date
JPS60120036U (en) 1985-08-13

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