JPH04339921A - Deep foundation excavating equipment - Google Patents
Deep foundation excavating equipmentInfo
- Publication number
- JPH04339921A JPH04339921A JP20662291A JP20662291A JPH04339921A JP H04339921 A JPH04339921 A JP H04339921A JP 20662291 A JP20662291 A JP 20662291A JP 20662291 A JP20662291 A JP 20662291A JP H04339921 A JPH04339921 A JP H04339921A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- holder
- bracket
- guide shafts
- excavation
- 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.)
- Pending
Links
- 238000004804 winding Methods 0.000 claims abstract description 14
- 238000009412 basement excavation Methods 0.000 claims description 25
- 230000001174 ascending effect Effects 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000010297 mechanical methods and process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】この発明は山岳地傾斜地など環境
条件の悪い地帯を対象とした深礎基礎掘削装置に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deep foundation excavation device for use in areas with poor environmental conditions such as mountainous slopes.
【0002】0002
【従来の技術】従来深孔掘削は人力に頼る場合と機械掘
削による場合とがあり、後者においては抗外型としてバ
ックホウ、伸縮アーム型クラムシェルが、又、抗内型と
して小型バックホウ、抗内支持型などが知られている。
人力による掘削は言うまでもなく機械掘削についても深
礎基礎掘削として山岳地傾斜部のような地帯においては
抗外型の機械は不向きとされ、抗内型機能に注目しつつ
施工法の向上開発が急務とされる。[Prior Art] Conventionally, deep hole excavation can be carried out either manually or mechanically. In the latter case, a backhoe or telescopic arm type clamshell is used as an external type, and a small backhoe or a retractable arm type clamshell is used as an internal type. Supported types are also known. Not to mention manual excavation, mechanical excavation is also concerned with deep foundation excavation in areas such as mountainous slopes, where anti-external type machines are not suitable, and there is an urgent need to develop improved construction methods while focusing on internal excavation functions. It is said that
【0003】0003
【発明が解決しようとする課題】近年の各産業界の現実
はそのいづれの分野においても長足な進歩が顕著であり
例えば電力関係では電源の遠隔地化や設備の大容量化に
伴い、大容量長距離送電が必要となって、その送電線ル
ートとしては自ら社会環境、地域諸条件を配慮しつつ選
定されるため鉄塔の建設も山岳地傾斜部を使用せざるを
得ないようになり必然的に鉄塔の支持層は深く、深礎基
礎が重要視されることになる。[Problem to be solved by the invention] In recent years, the reality of various industries is that rapid progress has been remarkable in all fields.For example, in the electric power field, as power sources become remoter and equipment becomes larger in capacity, large-capacity As long-distance power transmission becomes necessary, and the transmission line route is selected taking into consideration the social environment and local conditions, the construction of steel towers has become inevitable, as it has no choice but to use slopes in mountainous areas. The supporting layer of the steel tower is deep, and deep foundations will be important.
【0004】このような実情に鑑み人力による掘削工法
から機械工法に転換するにしても機械の転倒、転落や振
動による土砂の崩壊等々の危険を防止し、安定した据付
条件を確保して施工することは必須のこととされるにも
拘らず、既存の工法を以ってしては満足しうべき施工は
きわめて困難と言わざるえない。[0004] In view of these circumstances, even when converting from manual excavation methods to mechanical methods, it is necessary to prevent dangers such as collapse of earth and sand due to machine overturning, falls, and vibrations, and to ensure stable installation conditions during construction. Although this is considered essential, it must be said that satisfactory construction is extremely difficult using existing construction methods.
【0005】[0005]
【課題を解決するための手段】そこで、本発明は険しい
山岳傾斜地帯であっても上記のような危険性なく自然環
境保全上からも形質変更を最小限として深礎基礎掘削を
安全且つ小員数で施工可能とすることを目的として完成
したもので、その実施例の詳細を以下図面について説明
する。[Means for Solving the Problems] Therefore, the present invention provides a method for excavating deep foundations safely and with a small number of people, even in steep mountain slopes, without the above-mentioned dangers and with minimal change in character from the standpoint of preserving the natural environment. It was completed with the aim of making it possible to construct it in the field, and the details of this embodiment will be explained below with reference to the drawings.
【0006】予め計画選定された掘削対象地に対して所
定掘削孔1の地上外周部四個所に支柱2を直立固定し、
各柱の上端には枠杆3,4を固設して平行四辺形状とな
し、長辺対向枠4,4上には吊下げ部材5を介してブラ
ケット6が装設される。7はブラケット6に固定される
捲揚機で、8は捲揚機7の油圧モータである。[0006] Supports 2 are fixed upright at four locations on the outer periphery of the ground of a predetermined excavation hole 1 at a pre-planned and selected excavation target area,
Frame rods 3 and 4 are fixed to the upper end of each column to form a parallelogram shape, and a bracket 6 is installed via a hanging member 5 on the long sides of the opposing frames 4 and 4. 7 is a winding machine fixed to the bracket 6, and 8 is a hydraulic motor of the winding machine 7.
【0007】ブラケット6が下方には角パイプによる複
数本の案内軸9がフランジ10を介して接続され、当該
軸9の一対の対向面上それぞれ軸方向に一連して軌条1
1が突設される。案内軸9上には常時軌条11と係合す
る案内輪12,13を装備した昇降用ホルダー14が設
けられ、掘削機本体15はこのホルダーに組付けられる
。上記ホルダー14は前記捲揚機7とワイヤー16を介
して接続し、又ホルダー14に突設固定したアーム17
はブラケット6上に装設した巻取りホイール18に架装
されるワイヤー19と連結する。20はワイヤー19の
巻取用油圧モータである。A plurality of guide shafts 9 made of square pipes are connected to the lower part of the bracket 6 via flanges 10, and rails 1 are connected in series in the axial direction on a pair of opposing surfaces of the shafts 9.
1 is provided protrudingly. A lifting holder 14 equipped with guide wheels 12 and 13 that constantly engages with the rail 11 is provided on the guide shaft 9, and the excavator main body 15 is assembled to this holder. The holder 14 is connected to the winding machine 7 via a wire 16, and an arm 17 is fixed and protrudes from the holder 14.
is connected to a wire 19 mounted on a winding wheel 18 mounted on the bracket 6. 20 is a hydraulic motor for winding the wire 19.
【0008】案内軸9の先端部には伸縮シリンダー21
を内装したアンカー22が連結されその尖鋭端23が孔
内地表に対向される。アンカー部の背面には控板24が
固装され、掘削孔1の内壁に対向して昇降用ホルダー1
4の後方向揺動を規制する。掘削機本体15はブーム2
5、アーム26、バケット27等からなる公知の抗内型
が適当とされる。又、掘削用土留壁28はシートパイル
やライナープレートを使用し或いは特開平1−1119
87号公報記載の工法施工など条件に応じて処置するも
のである。A telescopic cylinder 21 is provided at the tip of the guide shaft 9.
An anchor 22 with a hole inside is connected, and its sharp end 23 faces the ground surface inside the hole. A retaining plate 24 is fixed to the back of the anchor part, and a lifting holder 1 is mounted facing the inner wall of the excavation hole 1.
4. Restricts backward rocking. The excavator main body 15 is the boom 2
5, an arm 26, a bucket 27, etc., a known anti-internal type is suitable. In addition, the earth retaining wall 28 for excavation may be made of sheet piles, liner plates, or as described in Japanese Patent Application Laid-Open No. 1-1119.
The measures are taken according to the conditions, such as the construction method described in Publication No. 87.
【0009】本装置は地上において作業者がモニター図
面を見ながら捲揚機7、昇降用ホルダー14や掘削機本
体15等その他関連作動を自動制御機構により遠隔操作
するもので、そのコントロール方式は公知手段を採用し
、系統或いは回路は図示、説明を省略した。[0009] In this device, an operator on the ground remotely controls the hoisting machine 7, lifting holder 14, excavator body 15, and other related operations using an automatic control mechanism while looking at a monitor drawing. The system or circuit is not shown or explained.
【0010】0010
【作用】本発明は上記の如く構成したものであるから、
掘削機本体15は地上に直立した支柱2の上端枠杆4に
組付けられているブラケット6上の捲揚機7とワイヤー
16を介して接続している昇降用ホルダー14に固装さ
れて、当該ホルダーが常時案内輪12,13を介して案
内軸9の軌条11と係合を保って安定した上下する運動
と一体となって昇降し、且つ上記ホルダーの昇降はブラ
ケット6上の巻取りホイール18に架装されるワイヤー
19を介して安定助勢されつつ所望深度における掘削作
業を行う。[Operation] Since the present invention is constructed as described above,
The excavator main body 15 is fixed to a lifting holder 14 which is connected via a wire 16 to a hoisting machine 7 on a bracket 6 attached to the upper end frame rod 4 of a support column 2 upright on the ground. The holder is constantly engaged with the rail 11 of the guide shaft 9 via the guide wheels 12 and 13, and moves up and down together with a stable up and down movement, and the up and down movement of the holder is carried out by the winding wheel 18 on the bracket 6. Excavation work at a desired depth is carried out while being stably assisted via a mounted wire 19.
【0011】本装置においては昇降用ホルダー14の作
動や孔内の掘削機本体15の掘削行為等関連運動はすべ
て地上からの自動制御機構により遠隔操作されるもので
あり堀削孔1の加工深度に従って下方向への掘進が行わ
れ、角パイプによる案内軸9を必要に応じ連結増加して
堀削深度の変化に対処するものである。In this device, all related movements such as the operation of the lifting holder 14 and the excavation of the excavator main body 15 in the hole are remotely controlled by an automatic control mechanism from the ground, and the machining depth of the excavation hole 1 is controlled by a remote control mechanism. Accordingly, downward excavation is performed, and the guide shaft 9 made of a square pipe is connected and increased as necessary to cope with changes in the excavation depth.
【0012】堀削施工の進行に従い、堀削孔1の土留壁
28は随時に下方への施工が為されるものであり、土砂
崩壊を未然に防止し堀削残土は昇降用ホルダー14の上
下稼働で掘削機による孔外への搬出が行われるものとす
る。[0012] As the excavation work progresses, the earth retaining wall 28 of the excavation hole 1 is constructed downward at any time to prevent landslides, and the remaining soil from the excavation is placed above and below the lifting holder 14. It is assumed that during operation, the excavator will carry out the work out of the hole.
【0013】堀削作業においは、重量物である堀削機本
体15の運動に伴う案内軸9の垂直方向或いは横振れな
どの不安定を防止するため案内軸の先端部におけるアン
カー22が伸縮シリンダー21に助勢されてその尖鋭端
23を孔底に圧接し、更に背面方向にはアンカー部に固
装した控板24が孔壁に対向して掘削機本体の稼働に伴
う反動、衝撃を吸収するようにしている。During excavation work, in order to prevent instability of the guide shaft 9 such as vertical or lateral vibration due to the movement of the excavator main body 15, which is a heavy object, the anchor 22 at the tip of the guide shaft is a telescopic cylinder. 21, its sharp end 23 is pressed against the bottom of the hole, and furthermore, in the rear direction, a retaining plate 24 fixed to the anchor part faces the hole wall and absorbs the recoil and shock caused by the operation of the excavator body. That's what I do.
【0014】[0014]
【発明の効果】本発明は上記のように、山岳地傾斜部な
ど環境条件の悪い地帯において深礎基礎堀削を行う施工
手段として堀削機本体を地表上に設置することなしに目
的とする深礎堀削孔内にその堀削深度に対応して昇降自
在に作動できるようにしたものであって、作業者は地上
において自動制御機構により遠隔操作して堀削機本体に
関連する一連の作動に対する指令を発するだけであり、
地上の支柱に吊下げられたブラケットに接続する案内軸
に昇降用ブラケットを設けて、堀削機本体はこのブラケ
ットに組付けられているから地上からの堀削機転落や土
砂崩壊などの心配もなく、孔内の残土排出も行われ、案
内軸にそって軸方向に一連に突設した軌条と常時係合を
保っている昇降用ホルダーの上下作動が正常に確保され
、堀削機本体の稼働は孔内において安定した条件のもと
で安全且つ正常な深礎基礎堀削が可能とされる。[Effects of the Invention] As described above, the present invention aims to provide a means for excavating deep foundations in areas with poor environmental conditions such as mountainous slopes, without installing the excavator itself on the ground surface. This machine is designed to be able to move up and down in a deep foundation drilling hole according to the depth of the excavation, and the operator remotely controls the machine from the ground using an automatic control mechanism. It only issues commands for operation,
A lifting bracket is installed on the guide shaft that connects to the bracket suspended from the support above ground, and the excavator itself is attached to this bracket, so there is no need to worry about the excavator falling from the ground or landslides. The remaining soil in the hole was also discharged, and the vertical movement of the lifting holder, which is constantly engaged with the rails protruding in the axial direction along the guide shaft, was ensured, and the main body of the excavator was cleared. During operation, safe and normal deep foundation excavation is possible under stable conditions inside the hole.
【図1】本発明の実施例を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.
【図2】堀削機本体を組付けた状態を示す側面図である
。FIG. 2 is a side view showing a state in which the excavating machine main body is assembled.
【図3】本発明の昇降用ホルダー部分の側面図である。FIG. 3 is a side view of the lifting holder portion of the present invention.
【図4】本発明の案内軸と昇降用ホルダーの関連図であ
る。FIG. 4 is a diagram showing the relationship between the guide shaft and the lifting holder of the present invention.
【図5】本発明のアンカー部分の一部切欠した側面図で
ある。FIG. 5 is a partially cutaway side view of the anchor portion of the present invention.
1 堀削孔 2 支柱 3 枠杆 4 枠杆 5 吊下げ部材 6 ブラケット 7 捲揚機 8 油圧モータ 9 案内軸 10 フランジ 11 軌条 12 案内輪 13 案内輪 14 昇降用ホルダー 15 掘削機本体 16 ワイヤー 17 アーム 18 巻取りホイール 19 ワイヤー 20 巻取用油圧モータ 21 伸縮シリンダー 22 アンカー 23 尖鋭端 24 控板 25 ブーム 26 アーム 27 バケット 28 土留壁 1 Drilling hole 2 Pillar 3 Frame rod 4 Frame rod 5 Hanging member 6 Bracket 7 Winding machine 8 Hydraulic motor 9 Guide shaft 10 Flange 11 Rail 12 Guide wheel 13 Guide wheel 14 Lifting holder 15 Excavator body 16 Wire 17 Arm 18 Take-up wheel 19 Wire 20 Hydraulic motor for winding 21 Telescopic cylinder 22 Anchor 23 Sharp end 24 Brace board 25 Boom 26 Arm 27 Bucket 28 Earth retaining wall
Claims (1)
て、所定掘削孔の地上外周部に四個の支柱を直立し各柱
上端を平行四辺形状に連結してブラケットを吊設し、当
該ブラケットの下方に案内軸を複数本接続して各軸上に
突設した一連の軌条に常時係合を保つ昇降用ホルダーを
設け、該ホルダーには掘削機本体を組付け且つ上記ブラ
ケット上に固定した捲揚機および巻取り装置をそれぞれ
ホルダーに接続し、又案内軸にアンカーを連結して孔内
地表と対向させ、アンカー部背面に控板を固装し、捲揚
機、昇降用ホルダー、掘削機本体その他の関連作動を孔
外から自動制御機構により遠隔操作するようにしたこと
を特徴とした深礎基礎掘削装置[Claim 1] In a pre-planned and selected excavation target area, four pillars are erected on the outer periphery of the ground of a predetermined excavation hole, the upper ends of each pillar are connected in a parallelogram shape, and a bracket is hung. A hoisting machine is provided with a lifting holder that connects a plurality of guide shafts downwardly and keeps engaged with a series of rails protruding from each shaft at all times, and the excavator main body is assembled to the holder and fixed on the bracket. The winding device and the winding device are connected to the holder, and the anchor is connected to the guide shaft so as to face the ground surface in the hole. A retaining plate is fixed to the back of the anchor part, and the winding machine, lifting holder, excavator main body, and other related items are attached. A deep foundation excavation device characterized in that its operation is remotely controlled by an automatic control mechanism from outside the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20662291A JPH04339921A (en) | 1991-05-15 | 1991-05-15 | Deep foundation excavating equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20662291A JPH04339921A (en) | 1991-05-15 | 1991-05-15 | Deep foundation excavating equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04339921A true JPH04339921A (en) | 1992-11-26 |
Family
ID=16526428
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20662291A Pending JPH04339921A (en) | 1991-05-15 | 1991-05-15 | Deep foundation excavating equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04339921A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4792123B1 (en) * | 2010-08-19 | 2011-10-12 | 大成建設株式会社 | Underwater working machine and underwater working method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60223595A (en) * | 1984-04-20 | 1985-11-08 | 中川工業株式会社 | Ground drilling apparatus |
-
1991
- 1991-05-15 JP JP20662291A patent/JPH04339921A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60223595A (en) * | 1984-04-20 | 1985-11-08 | 中川工業株式会社 | Ground drilling apparatus |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4792123B1 (en) * | 2010-08-19 | 2011-10-12 | 大成建設株式会社 | Underwater working machine and underwater working method |
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