JPH0416596B2 - - Google Patents

Info

Publication number
JPH0416596B2
JPH0416596B2 JP7469788A JP7469788A JPH0416596B2 JP H0416596 B2 JPH0416596 B2 JP H0416596B2 JP 7469788 A JP7469788 A JP 7469788A JP 7469788 A JP7469788 A JP 7469788A JP H0416596 B2 JPH0416596 B2 JP H0416596B2
Authority
JP
Japan
Prior art keywords
crane
turret
propelled
self
track
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
JP7469788A
Other languages
Japanese (ja)
Other versions
JPH01247690A (en
Inventor
Takashi Kasuga
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KASUGA SAKUSEN KK
Original Assignee
KASUGA SAKUSEN KK
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 by KASUGA SAKUSEN KK filed Critical KASUGA SAKUSEN KK
Priority to JP7469788A priority Critical patent/JPH01247690A/en
Publication of JPH01247690A publication Critical patent/JPH01247690A/en
Publication of JPH0416596B2 publication Critical patent/JPH0416596B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は井戸等竪坑掘削における周囲の条件、
並びに如何なる場所にあつても、大掛かりなワイ
ヤー懸垂式の重量クレーン車輌を導入することな
く、現場において安全確実な軌道型クレーンによ
る拡底掘削機を、簡易な手段によつて組立ること
ができる現場組立式の軌道型拡底アースドリル装
置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is directed to
In addition, on-site assembly allows the bottom-expanding excavator to be safely and securely assembled on site using a track-type crane using simple means, without introducing a large-scale wire-suspended heavy crane vehicle, regardless of the location. This invention relates to a track-type expanded-bottom earth drilling device.

[発明の背景] 近時、技術革新は著しい進展を遂げ、加えて基
幹産業の根幹を担う道路整備、地下鉄網の延伸と
共に耐震柔構造構築の確立によつて、今や地方の
中心部は勿論のこと、各地の市町村に至るまで高
層ビルが林立し急速な市街化傾向にある。
[Background of the Invention] In recent years, technological innovation has made remarkable progress, and with the establishment of earthquake-resistant flexible structures along with road maintenance and the extension of subway networks, which play a central role in key industries, it is now possible to extend the reach of areas not only to regional centers but also to In fact, there is a trend towards rapid urbanization, with skyscrapers popping up in cities, towns and villages across the country.

この様な情勢下にあつて、市街化地域及び居住
地域の拡大は、道路整備に止まらず大規模な上水
道並びに下水道の設備が必要不可欠となり、現時
点にあつて、竪坑の掘削は不可欠なものであり需
要は益々増大する傾向にある。
Under these circumstances, the expansion of urbanized areas and residential areas requires not only road maintenance but also large-scale water supply and sewerage facilities, and at present, the excavation of shafts is indispensable. There is a tendency for demand to increase more and more.

[従来技術の問題点] 現今におけるこの種の井戸等竪坑の通常の掘削
方法としては、大型クレーン車輌からの懸垂によ
る回転バケツト方式の静音型掘削工法が多用され
ているが、特に都市部にあつては土地所有権の問
題等で、各々の建築主が個々に構築する場合が実
に多く、従つて周囲には従前の建造物が立ち並ぶ
狭い敷地での作業が強いられる結果となる。
[Problems with the prior art] Currently, as a normal method for excavating this type of wells and shafts, a silent excavation method using a rotary bucket suspended from a large crane vehicle is often used. Due to land ownership issues, each building owner often constructs the building individually, and as a result, they are forced to work on a narrow site surrounded by previous buildings.

前述のことから、ワイヤー懸垂式による大型ク
レーン車輌では構築予定地に進入することができ
ない場合が顕在化しており、この様に建混状にあ
る周囲の環境によつては、長尺のクレーン車輌で
は、万一の事故を予測すると必ずしも安全が保証
できず、然も排出した土魂、土砂等の搬出作業も
容易なものでないと言つた多大の不利益性を齎ら
す欠点が存している。
As mentioned above, it has become clear that there are cases where it is not possible to enter the planned construction site with a large wire-suspended crane vehicle. However, there are disadvantages such as safety cannot always be guaranteed if an accident is predicted, and it is not easy to remove the excreted soil, earth, etc., resulting in many disadvantages. .

つまり、年々増加傾向にあるこの様な場所では
施工進行上の見地からも憂慮される窮迫した大問
題となつており、このため現場からは、例えワイ
ヤー懸垂式の大型クレーン掘削車輌が投入できな
い掘削場所であつても、安全性並びに確実性が保
証できる、簡易してかつ高性能な掘削機の具現が
強く叫ばれている。
In other words, the number of such locations is increasing year by year, and this has become a serious problem that is of concern from the standpoint of construction progress. There is a strong demand for a simple yet high-performance excavator that can guarantee safety and reliability regardless of the location.

[問題を解決した好適な実施例] 本発明は上記の事由に着目し、積年に亘る試掘
施工の結果、これらの諸問題をワイヤー懸垂式の
大型クレーン掘削車輌に代えて、現場にて簡易に
組立ることができる画期的なる軌道型アースドリ
ル装置の機構を創案して一挙に解決を図つたもの
である。
[Preferred embodiment that solves the problems] The present invention focuses on the above-mentioned reasons, and as a result of many years of trial excavation construction, these problems can be easily solved on-site by replacing the use of a wire-suspended large crane excavation vehicle. This problem was solved in one fell swoop by devising a revolutionary track-type earth drill mechanism that can be assembled into multiple units.

以下本発明組立式軌道型拡底アースドリル装置
の一実施例を図面によつて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the assembled track type ground drill device of the present invention will be described below with reference to the drawings.

第1図は本発明組立式軌道型拡底アースドリル
装置の全体構成を現わした斜視図であり、第2図
は側面から見た本発明の機能要旨を現わす概要説
明図である。
FIG. 1 is a perspective view showing the overall structure of an assembly type track type expanded bottom earth drill device of the present invention, and FIG. 2 is a schematic explanatory diagram showing the functional gist of the present invention as seen from the side.

本発明は本願出願人が先願した特願昭60−
242710.特願昭61−72559.実願昭60−197397等の
拡底掘削を施行するための、主として大型井戸イ
用の拡底アースドリル装置であつて、従来型のワ
イヤー懸垂式クレーン掘削車輌に代えた簡易型ア
ースドリル装置であり、現場にて簡単に組立てる
ことができる軌道型拡底アースドリル装置を提供
するものである。
The present invention is based on a patent application filed in 1983 by the applicant.
242710. Patent Application 1986-72559. Utility Application 1986-197397 A bottom-expanding earth drilling device mainly for large wells, replacing the conventional wire-suspended crane excavation vehicle. The present invention provides a track type earth drilling device with an expanded bottom that can be easily assembled on site.

その構成とするところは、組立式になる軌道型
クレーン脚台4の袴幅分を予めあけて、地表へ敷
置する一対のレール2付き厚板長尺鉄板1へ、こ
の袴幅が拡開又は閉挟しないための間隔保持板3
を組着し、加えて該レール2上を進退する複数の
移動車を備えた骨組みによる前記軌道型クレーン
脚台4を組設懸架せしめ、該両側の脚台4の下方
近傍へ前記軌道型クレーンを移動させるための電
動機Mを夫々設けて、更に、該脚台4の上部を骨
組み枠板5によつて空間が広くなるように形設
し、且つ、若干幅狭な該枠板面5の両側、つま
り、該枠板面上を前記軌道型クレーンとは直角方
向に進退する枠板面5へ案内レール6を敷設し、
該案内レール6上へ動力によつて移送する複数個
の移動車を底面板8の下底部に組着した自走櫓7
を懸架せしめると共に、前記底面板8へは自走櫓
7を移送させるたるの動力と成る電動機Mを夫々
設けて、該自走櫓7の底面板8の中心より延伸支
柱10を保持し該延伸支柱10と共に回動する減
速機能を有した駆動力部9及び回転軸11を、こ
の自走櫓7の底面板8を貫通する状態に設け、且
つ、その下方先端に掘削刃兼用のバケツト12を
備えて前記回転軸11へ接続した延伸支柱10の
上端をワイヤーロープ13へ繋連し自走櫓7の頂
部へ設けた滑車14を経てウインチ15へ接続し
回転軸11及びバケツト12の上下移動を可能と
して本発明を構成したものである。
The structure is such that the width of the railing of the track-type crane base 4 that can be assembled is opened in advance, and the width of the railing is expanded to the long steel plate 1 with a pair of rails 2 that are laid on the ground surface. Or spacing plate 3 to prevent pinching
In addition, the track type crane platform 4 is assembled and suspended by a framework having a plurality of moving vehicles that move forward and backward on the rail 2, and the track type crane is mounted near the bottom of the platform 4 on both sides. Further, the upper part of the leg stand 4 is formed so that the space is widened by the frame plate 5, and the frame plate surface 5, which is slightly narrow, is provided with an electric motor M for moving the frame plate. Guide rails 6 are laid on both sides, that is, on the frame plate surface 5 on which the track type crane advances and retreats in a direction perpendicular to the track type crane;
A self-propelled turret 7 in which a plurality of mobile vehicles, which are moved onto the guide rail 6 by power, are assembled to the lower bottom of the bottom plate 8.
At the same time, electric motors M for motive power of the barrels for transporting the self-propelled turret 7 are provided on the bottom plate 8, and an extension column 10 is held from the center of the bottom plate 8 of the self-propelled turret 7. A driving force section 9 and a rotating shaft 11 having a deceleration function and rotating together with the support column 10 are provided so as to pass through the bottom plate 8 of the self-propelled tower 7, and a bucket 12 which also serves as an excavation blade is provided at the lower tip thereof. The upper end of the extending column 10 connected to the rotating shaft 11 is connected to a wire rope 13 and connected to a winch 15 via a pulley 14 provided at the top of the self-propelled turret 7, so that the rotating shaft 11 and the bucket 12 can be moved up and down. The present invention is constructed as possible.

本発明を構成する上記全ての機構を、通常の中
型程度のトラツクに分散積載して現場にて極めて
簡易に組立られるように成したことを特徴とする
ものである。
The present invention is characterized in that all of the above-mentioned mechanisms constituting the present invention are distributed and loaded onto a normal medium-sized truck so that they can be assembled extremely easily on site.

即ち、本発明は現場において単なる骨組みによ
つて成る軌道型クレーンの袴幅に合わせ、前記一
対のレール2付き厚鉄台板1を平坦状に均した地
表へ平行に敷置し、該レール2の位置が移動せぬ
如く間隔保持板3を連結展設し、加えて、該軌道
型クレーンの上部両側端へ該軌道型クレーンとは
直角方向(横方向)に進退する案内レール6は、
僅かな幅に成るクレーン上部枠面板5の面上に敷
設してクレーンを形成せしめ、更に、底面板8下
には動力によつて駆動する移動車を備えた自走櫓
7を形成し、且つ、減速機能を有する駆動力部9
を先端に掘削用ババケツト12を備えた回転軸1
1を、前記自走櫓7の底面板8を貫通する状態に
組設し、駆動動力部9の上方へは延伸支柱10を
前記回転軸11へ延設し、該延伸支柱10の上方
端へはワイヤーロープ13を自走櫓7の頂部へ備
えた滑車14を経てウインチへ繋連して本発明を
構成したものである。
That is, in accordance with the width of a track-type crane consisting of a simple frame, the present invention lays the pair of thick iron base plates 1 with rails 2 in parallel on a flat surface of the ground, and the rails 2 In addition, the guide rails 6 move forward and backward toward both ends of the upper part of the track-type crane in a direction perpendicular to the track-type crane (lateral direction).
It is laid on the surface of the crane upper frame face plate 5, which has a small width, to form a crane, and furthermore, a self-propelled tower 7 equipped with a movable vehicle driven by power is formed below the bottom face plate 8. , a driving force section 9 having a deceleration function
A rotary shaft 1 equipped with a bucket belt 12 for excavation at the tip.
1 is assembled so as to pass through the bottom plate 8 of the self-propelled turret 7, and an extending column 10 is installed above the drive power unit 9 to extend to the rotating shaft 11, and an extending column 10 is installed at the upper end of the extending column 10. The present invention is constructed by connecting a wire rope 13 to a winch via a pulley 14 provided at the top of a self-propelled tower 7.

以上の構成により、掘削刃兼用のバケツト12
が駆動動力部(配線は特に図示していない)9に
よつて力強い低速回転運動を行い乍ら、厚鉄台板
1上を自走櫓7と共に縦横無尽に進退する如く構
成したものである。
With the above configuration, the bucket 12 can also be used as a digging blade.
It is constructed so that it moves freely in all directions along with the self-propelled turret 7 on the thick iron base plate 1 while performing powerful low-speed rotational motion by means of a drive power unit 9 (wires not particularly shown).

更に、本発明の要旨を具体的に説明すると、こ
の様に形成した一対の厚鉄台板は強固な金属板で
成り、その厚鉄台板上へレールを介して懸架され
る軌道型クレーンは骨組みだけで形成され、且
つ、回転軸が横方向へ自在に進退できる広い空間
となるように、上面に敷設されるレールはその骨
組みの枠体によつて幅狭に形成されており、軌道
クレーンと自走櫓とは互いに直行する方向へ移送
可能であり井筒の中心へバケツトの中心が位置す
るように移送させて、井筒内へウインチのワイヤ
ーロープを弛めバケツトと共に回転軸、延伸支柱
を降ろし井筒内の底部を掘削して、再びウインチ
を巻き上げて第2図の如く、土砂等を排土運搬車
口へ積載し、掘削、排土を繰り返し行うものであ
る。
Furthermore, to specifically explain the gist of the present invention, the pair of thick iron base plates formed in this way are made of strong metal plates, and a track type crane suspended on the thick iron base plates via a rail is The rails laid on the top surface are formed narrowly by the frame of the frame, so that there is a wide space in which the rotating shaft can freely advance and retreat in the horizontal direction. The turret and self-propelled turret can be moved in directions perpendicular to each other, and the bucket can be moved so that the center of the bucket is located at the center of the well.The wire rope of the winch is loosened into the well, and the rotating shaft and extension support are lowered together with the bucket. The bottom of the well is excavated, the winch is hoisted up again, and earth and sand are loaded into the entrance of the earth removal vehicle as shown in Figure 2, and excavation and earth removal are repeated.

[作用及び効果] この様に構成した本発明の組立式軌道型拡底ア
ースドリル装置によれば、第1図,第2図に示す
如く使用目的に合わせた大型口径の井筒を地表に
宛てて、該地表部分より徐々に掘削を始め、縦横
無尽に移動して容易に拡底掘削を可能と成したも
のであり、賛辞を凡て記すことができ難い抜群な
る機能性を発揮せしめるばかりか、労力的には排
出した泥土を回転軸先端のバケツト内に掘り揚げ
てダンプカー等の排土運搬車輌の真上へ自在に移
動させ、積込作業までをも極めて簡易かつ合理的
に処理できるものである。
[Operations and Effects] According to the prefabricated track-type expanded-bottom earth drill device of the present invention configured as described above, as shown in FIGS. Excavation began gradually from the surface of the earth, and by moving freely in all directions, it was possible to easily expand the bottom.It not only demonstrated outstanding functionality that cannot be praised enough, but also required a lot of labor. The discharged mud is dug up into a bucket at the tip of the rotating shaft and moved freely to the top of a dump truck or other soil transport vehicle, making the loading process extremely simple and rational.

以上の如く本発明は、詳述した上記の憂慮さる
べき問題点を総て排除することに成功したもの
で、如何なる悪条件下の現場にあつても本発明の
機構装置を積載した中型トラツクを乗り入れて、
其の場で簡単に組立ることのできる拡底型アース
ドリル装置として確実に地下水脈資源の活用、並
びに竪坑の構築を容易に保証できるものとして、
極めて顕著な貢献性と有意義な効用性を共に併用
するものである。
As described above, the present invention has succeeded in eliminating all of the above-mentioned worrisome problems, and it is possible to use a medium-sized truck loaded with the mechanical device of the present invention even in the field under any adverse conditions. Get in,
As a wide-bottomed earth drill device that can be easily assembled on-site, it can ensure the reliable utilization of groundwater resources and the construction of shafts.
It combines extremely significant contribution and meaningful utility.

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

第1図は本発明組立式軌道型拡底アースドリル
装置の全体構成を現わした斜視図であり、第2図
は側面から見た本発明の機能要旨を現わす概要説
明図である。 イ…大型井筒(竪坑)、ロ…排土運搬車、M…
電動機、1…一対から成る長尺の厚鉄台板、2…
レール、3…間隔保持板、4…軌道型クレーンの
脚台、5…クレーンの上部枠体、6…櫓の案内レ
ール、7…自走櫓、8…櫓の底面板、9…駆動動
力部、10…延伸支柱、11…掘削回転軸、12
…バケツト、13…ワイヤーロープ、14…滑
車、15…ウインチ。
FIG. 1 is a perspective view showing the overall structure of an assembly type track type expanded bottom earth drill device of the present invention, and FIG. 2 is a schematic explanatory diagram showing the functional gist of the present invention as seen from the side. B...Large well (vertical shaft), B...Earth removal vehicle, M...
Electric motor, 1... A pair of long thick steel base plates, 2...
Rail, 3... Spacing plate, 4... Footrest of track type crane, 5... Upper frame of crane, 6... Guide rail of turret, 7... Self-propelled turret, 8... Bottom plate of turret, 9... Driving power section , 10... Extension support column, 11... Excavation rotation axis, 12
...Bucket, 13...Wire rope, 14...Pulley, 15...Winch.

Claims (1)

【特許請求の範囲】 1 大型井戸用等竪坑の拡底掘削機であつて、 組立可能な簡易軌道型クレーンの袴幅をあけて
地表へ設置する一対のレール付き厚鉄台板及び袴
幅の間隔を保つ保持板と、該レール上を進退する
複数の移動車を備えた前記軌道型クレーンの骨組
み枠台上部両側の板面上へ更に案内レールを敷設
して、該枠板面上を軌道型クレーンとは直角方向
に進退する移動車付き底面板を有した自走櫓を懸
架せしめと共に、該自走櫓内の中心へ延伸支柱と
該延伸支柱と共に回動する減速機能を有しかつ掘
削回転軸へ伝達する駆動動力部を前記自走櫓の底
面板へ貫通状に設けると共に、該底面板へウイン
チを付設し、該ウインチを動力源とする懸架装置
を掘削回転軸の上方へ接続し、加えて掘削回転軸
の下方に掘削兼用バケツトを備えて構成し、前記
全ての機構を現場において容易に組立られるよう
に成したことを特徴とする組立式軌道型拡底アー
スドリル装置。
[Scope of Claims] 1. A bottom-expanding excavator for vertical shafts for large wells, etc., comprising: a pair of thick iron base plates with rails installed on the ground surface with a distance between the widths of the heights of a simple track crane that can be assembled; Further, guide rails are laid on the plate surfaces on both sides of the upper part of the frame frame of the track type crane, which is equipped with a holding plate that maintains the movement of the vehicle, and a plurality of moving vehicles that move forward and backward on the rails. A crane has a suspended self-propelled turret with a bottom plate with a moving vehicle that moves forward and backward at right angles, and has an extending column to the center of the self-propelled turret and a deceleration function that rotates together with the extending column. A driving power section for transmitting to the shaft is provided in a penetrating manner through the bottom plate of the self-propelled turret, a winch is attached to the bottom plate, and a suspension device using the winch as a power source is connected above the excavation rotation shaft, In addition, the assembly type track type expanded bottom earth drill device is characterized in that it is configured to include an excavating bucket below the excavating rotating shaft, so that all the mechanisms described above can be easily assembled on site.
JP7469788A 1988-03-30 1988-03-30 Built-up track type expansion earth drilling device Granted JPH01247690A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7469788A JPH01247690A (en) 1988-03-30 1988-03-30 Built-up track type expansion earth drilling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7469788A JPH01247690A (en) 1988-03-30 1988-03-30 Built-up track type expansion earth drilling device

Publications (2)

Publication Number Publication Date
JPH01247690A JPH01247690A (en) 1989-10-03
JPH0416596B2 true JPH0416596B2 (en) 1992-03-24

Family

ID=13554679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7469788A Granted JPH01247690A (en) 1988-03-30 1988-03-30 Built-up track type expansion earth drilling device

Country Status (1)

Country Link
JP (1) JPH01247690A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090272540A1 (en) * 2008-04-30 2009-11-05 Mary B. Dimmitt Mobile hydraulic workover rig
JP6495138B2 (en) * 2015-08-07 2019-04-03 鹿島建設株式会社 Unloading method of excavated soil

Also Published As

Publication number Publication date
JPH01247690A (en) 1989-10-03

Similar Documents

Publication Publication Date Title
JP4504910B2 (en) Dolly and method of erection of temporary pier using it
CN1073654C (en) Excavator for constructing underground continuous wall and underground continuous wall construction method
WO2009043234A1 (en) A track-mounted elevator top and side bolts and cables drilling machine
JPH0517946A (en) Excavating device for underground continuous wall
JP2008115628A (en) Construction method for elevated structure
JP2007321429A (en) Underground structure construction method
JP2001248375A (en) Suspension mobile type pile driving device and pile driving method using it
JPH0416596B2 (en)
JP2913630B2 (en) Pile driver
JP3410352B2 (en) Mobile gondola
JP3418343B2 (en) Earth retaining wall formation method in root cutting method
KR100953324B1 (en) Walking style pile driver using electric for underground etaining wall
JP2902330B2 (en) Construction method of Incline equipment
JP2762140B2 (en) Construction method of underground continuous wall based on underground tunnel
SU756021A1 (en) Self-propelled mining crane
JP3969415B2 (en) Pile construction method
JP3578850B2 (en) Drilling rigs for building shafts or foundations for structures
KR100579714B1 (en) Pile driver for underground retaining wall
RU2079663C1 (en) Drilling-supporting-cleaning module
JP3968663B2 (en) Gantry support structure
JP2930861B2 (en) Drilling method and drilling equipment
JPH0733682B2 (en) Slope processing method and slope processing machine
JPS60105792A (en) Self-propelling work machine
CN118727821A (en) Assembly type subway station assembling construction method
JP2917328B2 (en) How to build a new building that can operate existing structures