JP2002129862A - Excavating device for increasing diameter of lower part of deep hole - Google Patents
Excavating device for increasing diameter of lower part of deep holeInfo
- Publication number
- JP2002129862A JP2002129862A JP2000319716A JP2000319716A JP2002129862A JP 2002129862 A JP2002129862 A JP 2002129862A JP 2000319716 A JP2000319716 A JP 2000319716A JP 2000319716 A JP2000319716 A JP 2000319716A JP 2002129862 A JP2002129862 A JP 2002129862A
- Authority
- JP
- Japan
- Prior art keywords
- support
- movable sleeve
- bracket
- housing
- column
- 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.)
- Withdrawn
Links
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は鉄塔等の建造物の基
礎用深穴下部に拡径部を形成するための掘削装置に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavating apparatus for forming an enlarged diameter portion below a deep hole for a foundation of a building such as a steel tower.
【0002】[0002]
【発明の背景】送電線等の鉄塔は一般に地中深く施設し
たコンクリートなどの基礎で脚部を固定し、必要な強度
が得られるように構築される。この基礎は地中に掘削し
た深穴にコンクリートを打設して形成されるものである
が、深穴が垂直壁の空洞である場合は、地中で大きな支
持力を得ようとすると大径の穴を掘削しなければならな
い。従って、大型の掘削機械が必要であるばかりでな
く、掘り出した残土の処理量、埋設するコンクリート量
が多くなり、作業の困難性、コスト高といった問題が生
ずる。BACKGROUND OF THE INVENTION Steel towers, such as power transmission lines, are generally constructed in such a manner that the legs are fixed on a foundation such as concrete installed deep underground so that the required strength is obtained. This foundation is formed by pouring concrete into a deep hole excavated in the ground, but if the deep hole is a vertical wall cavity, a large diameter Holes must be drilled. Therefore, not only is a large excavating machine required, but also the amount of excavated residual soil to be processed and the amount of concrete to be buried are increased, causing problems such as difficulty in work and high cost.
【0003】この問題を解決するために、穴の下部を拡
径させた異径の深穴に基礎コンクリートを構築して目的
の強度を得る工法が提案されている。[0003] In order to solve this problem, there has been proposed a method of constructing a foundation concrete in a deep hole of a different diameter in which the lower part of the hole is enlarged to obtain a desired strength.
【0004】[0004]
【発明が解決しようとする課題】上記の基礎工法は相対
的に小径の深穴で大きな支持強度の基礎が得られるとい
う利点があるが、このような異径深穴を人力で形成する
ことは危険であり、機械力で掘削できる効率的で使い勝
手のよい装置が求められている。The above-mentioned foundation method has an advantage that a base having a large supporting strength can be obtained with a relatively small diameter deep hole. However, it is difficult to form such a different diameter deep hole manually. There is a need for an efficient and easy-to-use device that is dangerous and can be excavated with mechanical power.
【0005】従って、本発明の目的は簡単な操作で深穴
下部に拡径凹部を効率良く形成することができる掘削装
置を提供することにある。Accordingly, it is an object of the present invention to provide an excavator capable of efficiently forming a large-diameter concave portion below a deep hole by a simple operation.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するため
に、本発明の拡径掘削装置は、深穴に挿入される支持ロ
ッドの上部に支持筒を、上死点で該支持ロッドに係止す
るようにして上下摺動可能に外嵌するとともに、側面に
ブラケットを固定した可動スリーブを前記支持筒の下端
フランジに当接して前記支持ロッドに回転可能且つ上下
摺動自在に外嵌してなる支柱と;回転駆動装置を内蔵
し、前記支柱の外側に上下摺動可能に且つ回転不能に係
合させたハウジングと;該ハウジングの下方に前記支柱
を中心に回転可能に連結され、前記ハウジングの回転駆
動装置によって回転する回転部材と;先端を内側にくの
字状に屈折させ、屈折部付近を前記回転部材の外側ブラ
ケットに軸支するとともに、屈折先端部を前記可動スリ
ーブのブラケットに軸支し、可動スリーブの下方移動に
より屈折部付近軸支部を揺動支点として外側に開く回転
掘削刃と;を具備することを特徴とする。In order to achieve the above-mentioned object, the present invention provides a large-diameter excavating apparatus in which a support cylinder is provided above a support rod inserted into a deep hole, and the support cylinder is connected to the support rod at a top dead center. A movable sleeve having a bracket fixed to a side surface is abutted against a lower end flange of the support cylinder and is rotatably and vertically slidably fitted on the support rod. A housing having a built-in rotation drive device and slidably and non-rotatably engaged with the outside of the support column; rotatably connected around the support column below the housing, the housing; A rotating member that is rotated by the rotary driving device; a tip bent inwardly in a U-shape, a portion near the bent portion is pivotally supported by an outer bracket of the rotating member, and a bent tip is attached to the bracket of the movable sleeve. Supported by a rotating digging edge open outward bent portion near shaft support by downward movement of the movable sleeve as the swing fulcrum; characterized by comprising a.
【0007】[0007]
【発明の実施の形態】以下、本発明の実施例を添付図面
を参照して説明する。図1に示すように、パワーショベ
ルなどの操作アームに連結して支持される垂直な支柱1
と、この支柱1の外側に摺接自在に嵌合され、内部に油
圧モータなどの回転駆動装置2を据え付けたハウジング
3と、前記支柱1を中心にしてこのハウジング3の下方
に、回転可能に連結され、ハウジング3内の回転駆動装
置2によって回転する回転部材4と、回転部材4に揺動
自在に軸支され、後述する支柱1の可動スリーブ5の下
方移動によって外側に開く回転掘削刃6を備えている。Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, a vertical column 1 supported by being connected to an operation arm such as a power shovel.
A housing 3 in which a rotary drive device 2 such as a hydraulic motor is installed inside the support 1 so as to be slidably contacted with the outside of the support 1, and rotatable below the housing 3 around the support 1. A rotary member 4 connected to and rotated by a rotary driving device 2 in a housing 3, and a rotary excavating blade 6 pivotally supported by the rotary member 4 and opened outward by a downward movement of a movable sleeve 5 of a column 1 described later. It has.
【0008】支柱1は上下方向に延在する細長い支持ロ
ッド7と、この支持ロッド7の上部に上下摺動可能に外
嵌した中空の支持筒8と、この支持筒8の下端に当接し
てその下方で前記支持ロッド7に上下摺動且つ回転自在
に外嵌した円筒中空の可動スリーブ5で構成されてい
る。The support column 1 has an elongated support rod 7 extending in the vertical direction, a hollow support cylinder 8 externally slidably mounted on the upper part of the support rod 7, and an abutting lower end of the support cylinder 8. A movable sleeve 5 having a hollow cylindrical shape is fitted to the support rod 7 vertically below and rotatably below the support rod 7.
【0009】支持筒8は上端部に土工機械のアームを連
結する取付部9を有するとともに、下端に前記可動スリ
ーブ5の上端と当接するフランジ10を有し、内面に形
成した突起11を支持ロッド7の上部軸方向に形成した
スリット12に係合して上下摺動可能に嵌合されてい
る。従って、支持筒8は支持ロッド7に対して上下に摺
動するとともに、突起11とスリット12上端との係合
により、上死点で支持ロッド7に係止するようになって
いる。The support cylinder 8 has a mounting portion 9 at an upper end thereof for connecting an arm of an earth-moving machine, a lower end thereof having a flange 10 abutting on the upper end of the movable sleeve 5, and a projection 11 formed on an inner surface of the support rod. 7 is engaged with a slit 12 formed in the upper axial direction so as to be vertically slidable. Accordingly, the support cylinder 8 slides up and down with respect to the support rod 7 and is locked to the support rod 7 at the top dead center by the engagement between the projection 11 and the upper end of the slit 12.
【0010】可動スリーブ5は下部側面に複数(図の実
施例では前後左右4個)のブラケット13を一体に有
し、上端を前記支持筒8の下端フランジ10に当接して
支持ロッド7に上下摺動可能に且つ少なくともブラケッ
ト13を固定した部分の下部スリーブ5aが支持ロッド
7に対して回転可能に嵌合されている。図の実施例では
支持ロッド7は可動スリーブ5と摺接する部分に耐摩耗
性の摩擦部材14を一体固定し、可動スリーブ5の回転
摩擦抵抗が小さくなるようにしてある。The movable sleeve 5 has a plurality of (four, front, rear, left and right, in the embodiment shown) integrally formed brackets 13 on the lower side surface. The lower sleeve 5 a slidably and at least a portion to which the bracket 13 is fixed is rotatably fitted to the support rod 7. In the embodiment shown in the drawing, a wear-resistant friction member 14 is integrally fixed to a portion of the support rod 7 which is in sliding contact with the movable sleeve 5 so that the rotational friction resistance of the movable sleeve 5 is reduced.
【0011】可動スリーブ5は、ブラケット13を固定
した下部スリーブ5aと、支持筒8の下端フランジ10
に当設する上部スリーブ5bとを一体に形成してもよい
が、下部スリーブ5aは支柱1の摩擦部材14に対して
回転する部材であり、対摩耗性が必要なことから図のよ
うに下部スリーブ5aと上部スリーブ5bを別の部材で
別体に構成してもよい。The movable sleeve 5 includes a lower sleeve 5 a to which the bracket 13 is fixed and a lower end flange 10 of the support cylinder 8.
May be formed integrally with the upper sleeve 5b, but the lower sleeve 5a is a member that rotates with respect to the friction member 14 of the support column 1, and requires lower wear resistance. The sleeve 5a and the upper sleeve 5b may be formed separately by different members.
【0012】回転駆動装置2を内蔵したハウジング3
は、支柱1の支持筒8に上下摺動自在に嵌合されたスリ
ーブ15と一体に形成されているとともに、スリーブ1
5の下端が支持筒8のフランジ10に係止されており、
これにより、支持筒8を吊り上げたときにハウジング3
及び回転部材4が支持筒8に係止されて一緒に引き上げ
られるようになっている。回転駆動装置2は、このハウ
ジング3の内部に、回転駆動軸2aを下方外部に突出さ
せて取付けられている。A housing 3 incorporating a rotary drive 2
Is formed integrally with a sleeve 15 which is fitted to the support cylinder 8 of the column 1 so as to be slidable up and down.
5, the lower end of which is locked to the flange 10 of the support cylinder 8,
Thus, when the support tube 8 is lifted, the housing 3
In addition, the rotating member 4 is locked by the support tube 8 and is pulled up together. The rotation drive device 2 is mounted inside the housing 3 with the rotation drive shaft 2a protruding downward and outside.
【0013】回転部材4は所定径の深穴内に挿入可能な
径のドーナツ円盤の上面に円形ギア16を一体に有し、
このギア16に回転駆動装置2の駆動軸2aを係合させ
るとともに、旋回座ベアリング17を介してハウジング
3の下面の円形枠に回転可能に連結されている。また、
回転部材4はドーナツ円盤の下方に前記可動スリーブ5
のブラケット13に対応する位置にピン孔18を有する
取付けブラケット19を一体に形成してある。The rotating member 4 integrally has a circular gear 16 on the upper surface of a donut disk having a diameter insertable into a deep hole having a predetermined diameter.
The drive shaft 2 a of the rotary drive device 2 is engaged with the gear 16, and is rotatably connected to a circular frame on the lower surface of the housing 3 via a swivel bearing 17. Also,
The rotating member 4 is provided under the movable sleeve 5 below the donut disk.
A mounting bracket 19 having a pin hole 18 at a position corresponding to the bracket 13 is integrally formed.
【0014】回転掘削刃6は、上部を内側にくの字状に
屈折させ、屈折部下方の外側縁辺を刃辺6aに形成した
部材からなり、屈折部付近を回転部材4のブラケット1
9に揺動自在に軸支するとともに、先端部を可動スリー
ブ5のブラケット13に長穴を介して軸支されている。The rotary excavating blade 6 is formed of a member having an upper portion bent in an inwardly U-shape and an outer edge below the bent portion formed on a cutting edge 6a.
9 and is pivotally supported by the bracket 9 of the movable sleeve 5 via a long hole.
【0015】好ましくは、回転掘削刃6の揺動支点下部
と可動スリーブ5の下部の間に該回転掘削刃6を内側に
付勢する流体圧シリンダ、コイルバネなどのバネ手段2
0を設け、可動スリーブ5に下方押圧力を付与していな
いときは回転掘削刃6の刃辺6aが垂直又は内側に閉じ
た状態に保持されるようにする。Preferably, a spring means 2 such as a fluid pressure cylinder or a coil spring for urging the rotary excavation blade 6 inwardly between a lower portion of the swing fulcrum of the rotary excavation blade 6 and a lower portion of the movable sleeve 5.
0 is provided so that the blade edge 6a of the rotary excavating blade 6 is vertically or inwardly closed when no downward pressing force is applied to the movable sleeve 5.
【0016】好ましくは、支柱1の先端に、下面に突起
21を有する支持盤22を固定し、掘削装置を地面に安
定支持させるようにする。なお、図中、参照符号27、
28は回転掘削刃6の開閉位置を規制するストッパであ
る。Preferably, a support plate 22 having a projection 21 on the lower surface is fixed to the tip of the column 1, so that the excavator is stably supported on the ground. In the figure, reference numeral 27,
Reference numeral 28 denotes a stopper that regulates the open / close position of the rotary excavation blade 6.
【0017】次に、本発明の拡径掘削装置の作用を説明
する。深穴の下部側壁に拡径凹部を掘削する際は、第2
図に示すように、支柱1の先端取付部9を土工機械23
のアーム24に連結し、装置を吊りあげて予め掘削して
ある深穴25に挿入し、支柱1の先端を深穴底部に支持
させる。Next, the operation of the diameter expanding excavator of the present invention will be described. When excavating a large diameter recess in the lower side wall of a deep hole,
As shown in FIG.
The device is lifted and inserted into a deep hole 25 excavated in advance, so that the tip of the column 1 is supported at the bottom of the deep hole.
【0018】次いで図3、図4に示すように、回転駆動
装置2により回転部材4を回転させながら支柱1の支持
筒8を上方から押圧すると、回転掘削刃6と一体に回転
する可動スリーブ5が支柱1の支持ロッド7に沿って下
方へ押し込まれることによって可動スリーブ5のブラケ
ット13に軸支されている回転掘削刃6が揺動支点を中
心にして外側に開き、外側の刃辺6aによって深穴25
の下部側壁が外側へ削られ、深穴25に拡径部26が形
成される。Next, as shown in FIGS. 3 and 4, when the support member 8 of the column 1 is pressed from above while rotating the rotary member 4 by the rotary driving device 2, the movable sleeve 5 which rotates integrally with the rotary excavation blade 6 is formed. Is pushed down along the support rod 7 of the support column 1 so that the rotary excavating blade 6 pivotally supported by the bracket 13 of the movable sleeve 5 opens outward around the swing fulcrum, and the outer cutting edge 6a Deep hole 25
The lower side wall is cut outward, and a large diameter portion 26 is formed in the deep hole 25.
【0019】掘削終了後は、支柱1を上方へ引き上げる
と、図の逆の順序で回転掘削装置は自動的に内側へ引き
寄せられ、支持筒8の下部フランジ10にハウジング3
のスリーブ15が係合して掘削装置が深穴25から引き
上げられる。After the excavation is completed, when the column 1 is lifted upward, the rotary excavator is automatically drawn inward in the reverse order of the drawing, and the housing 3 is attached to the lower flange 10 of the support cylinder 8.
And the excavator is pulled up from the deep hole 25.
【0020】[0020]
【効果】本発明の掘削装置は押し込み操作をするだけで
深穴に拡径凹部を形成することができるので操作が簡単
で使い勝手がよく、且つ安全である。According to the excavator of the present invention, a large-diameter concave portion can be formed in a deep hole only by performing a pushing operation, so that the operation is simple, easy to use, and safe.
【0021】構造が比較的に簡単で部品数も少なくてす
むので、故障が少なく、低コストで効率のよい装置が得
られる。Since the structure is relatively simple and the number of parts is small, a device with less failure, low cost and high efficiency can be obtained.
【図1】本発明の一実施例を示す深穴拡径掘削装置の縦
断面図FIG. 1 is a vertical cross-sectional view of a deep hole diameter drilling apparatus showing one embodiment of the present invention.
【図2】本発明による拡径掘削装置の作用説明図FIG. 2 is an explanatory view of the operation of the large-diameter excavator according to the present invention.
【図3】本発明による拡径掘削装置の作用説明図FIG. 3 is an explanatory view of the operation of the diameter expanding excavator according to the present invention.
【図4】本発明による拡径掘削装置の作用説明図FIG. 4 is an explanatory view of the operation of the diameter expanding excavator according to the present invention.
1…支柱 2…回転駆動装置 3…ハウジング 4…回転部材 5…可動スリーブ 6…回転掘削刃 7…支持ロッド 8…支持筒 9…取付部 10…フランジ 11…突起 12…スリット 13…ブラケット 14…摩擦部材 15…スリーブ 16…ギア 17…旋回座ベアリング 18…ピン孔 19…ブラケット 20…バネ手段 21…突起 22…支持盤 23…土工機械 24…アーム 25…深穴 26…拡径部 27,28…ストッパ DESCRIPTION OF SYMBOLS 1 ... Post 2 ... Rotation drive device 3 ... Housing 4 ... Rotating member 5 ... Movable sleeve 6 ... Rotating excavation blade 7 ... Support rod 8 ... Support cylinder 9 ... Mounting part 10 ... Flange 11 ... Projection 12 ... Slit 13 ... Bracket 14 ... Friction member 15 Sleeve 16 Gear 17 Rotating seat bearing 18 Pin hole 19 Bracket 20 Spring means 21 Projection 22 Support plate 23 Earthwork machine 24 Arm 25 Deep hole 26 Large diameter portion 27, 28 … Stopper
【整理番号】PAS00−019[Reference number] PAS00-019
Claims (3)
持筒を、上死点で該支持ロッドに係止するようにして上
下摺動可能に外嵌するとともに、側面にブラケットを固
定した可動スリーブを前記支持筒の下端フランジに当接
して前記支持ロッドに回転可能且つ上下摺動自在に外嵌
してなる支柱と;回転駆動装置を内蔵し、前記支柱の外
側に上下摺動可能に且つ回転不能に係合させたハウジン
グと;該ハウジングの下方に前記支柱を中心に回転可能
に連結され、前記ハウジングの回転駆動装置によって回
転する回転部材と;先端を内側にくの字状に屈折させ、
屈折部付近を前記回転部材の外側ブラケットに軸支する
とともに、屈折先端部を前記可動スリーブのブラケット
に軸支し、可動スリーブの下方移動により屈折部付近軸
支部を揺動支点として外側に開く回転掘削刃と;を具備
することを特徴とする深穴の下部拡径掘削装置1. A support cylinder is fitted over a support rod inserted into a deep hole so as to be vertically slidable so as to be locked to the support rod at a top dead center, and a bracket is fixed to a side surface. A column having a movable sleeve in contact with the lower end flange of the support cylinder and being rotatably and vertically slidably fitted to the support rod; and a built-in rotation drive device, which is vertically slidable outside the column. And a housing which is non-rotatably engaged; a rotating member which is rotatably connected to the support column below the housing and which is rotated by a rotation driving device of the housing; Let
Rotation that pivotally supports the vicinity of the bending portion on the outer bracket of the rotating member, and pivotally supports the bending tip portion on the bracket of the movable sleeve, and opens the bending portion near the bending portion outward by pivoting the movable sleeve downward. A deep-hole lower-diameter drilling rig, comprising: a drilling blade;
を結合した請求項1記載の拡径掘削装置2. A drilling apparatus according to claim 1, wherein a support plate fixed to a bottom surface of the deep hole is connected to a tip of the column.
回転掘削刃先端側を内側に付勢するバネ手段を設けた請
求項1又は2記載の拡径掘削装置3. The method according to claim 1, wherein the movable pillar of the support and the rotary excavation blade are
3. The diameter-enlarged excavator according to claim 1, further comprising spring means for urging the tip of the rotary excavation blade inward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000319716A JP2002129862A (en) | 2000-10-19 | 2000-10-19 | Excavating device for increasing diameter of lower part of deep hole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000319716A JP2002129862A (en) | 2000-10-19 | 2000-10-19 | Excavating device for increasing diameter of lower part of deep hole |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002129862A true JP2002129862A (en) | 2002-05-09 |
Family
ID=18798127
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000319716A Withdrawn JP2002129862A (en) | 2000-10-19 | 2000-10-19 | Excavating device for increasing diameter of lower part of deep hole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002129862A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116254854A (en) * | 2023-05-10 | 2023-06-13 | 山西一建集团有限公司 | Inner support connecting device of deep foundation pit supporting system |
JP7486705B2 (en) | 2020-09-16 | 2024-05-20 | 株式会社坂本建運 | Expansion drilling device and expansion drilling method |
-
2000
- 2000-10-19 JP JP2000319716A patent/JP2002129862A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7486705B2 (en) | 2020-09-16 | 2024-05-20 | 株式会社坂本建運 | Expansion drilling device and expansion drilling method |
CN116254854A (en) * | 2023-05-10 | 2023-06-13 | 山西一建集团有限公司 | Inner support connecting device of deep foundation pit supporting system |
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