JPH03194019A - Excavator - Google Patents

Excavator

Info

Publication number
JPH03194019A
JPH03194019A JP24262290A JP24262290A JPH03194019A JP H03194019 A JPH03194019 A JP H03194019A JP 24262290 A JP24262290 A JP 24262290A JP 24262290 A JP24262290 A JP 24262290A JP H03194019 A JPH03194019 A JP H03194019A
Authority
JP
Japan
Prior art keywords
excavating
links
link
excavator
excavating body
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.)
Granted
Application number
JP24262290A
Other languages
Japanese (ja)
Other versions
JPH0694670B2 (en
Inventor
Takekazu Baba
馬場 雄計
Takeyoshi Yoshida
吉田 武良
Koichi Toda
戸田 紘一
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP24262290A priority Critical patent/JPH0694670B2/en
Publication of JPH03194019A publication Critical patent/JPH03194019A/en
Publication of JPH0694670B2 publication Critical patent/JPH0694670B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To surely move an excavating body and to obtain a smooth excavated surface by fixing one of two parallel links in a trapezoidal four joint rotary mechanism, and by attaching an excavating body to the middle point of the other one of the links by means of a pin. CONSTITUTION:Four links A through D are coupled together by means of pins so as to form a four joint rotary mechanism. One D, D of two parallel links B, B, D, D in the four joint rotary mechanism is fixed, and an excavating body 2 incorporating an excavating means such as a rotary cutter 21 or the like is attached to the middle point of the other one B, B of the links by means of a pin. With this arrangement, it is possible to prevent the movement of the excavating body 2 from being hindered by an excavated piece or the like, and it is possible to move the excavating body 2 in an approximated straight line without swinging the front end of the excavating body 2.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は各種構造物の基礎や連続地中壁構築用等の孔を
掘削するにあたり、孔の掘削方向前面を平滑に掘削する
ための掘削機に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention is a method for excavating holes for the foundations of various structures, continuous underground walls, etc. to make the front surface of the hole smooth in the excavation direction. It's about machines.

〈従来の技術〉 従来、孔の底面を平滑状に掘削する掘削機は、回転カッ
ター等を装備した掘削体の一端をピン軸支して揺動させ
る構造や、あるいは掘削部材をガイドレールに係合させ
、このガイドレール上を移動させる構造の掘削機が存在
する。
<Conventional technology> Excavators that excavate the bottom of a hole to form a smooth surface have conventionally had a structure in which one end of the excavating body equipped with a rotary cutter or the like is supported by a pin and swings, or a structure in which the excavating member is connected to a guide rail. There is an excavator that moves along these guide rails.

〈本発明が解決しようとする問題点〉 前記した従来の掘削機には、次のような問題点が存在す
る。
<Problems to be Solved by the Present Invention> The conventional excavator described above has the following problems.

〈イ〉掘削体の一端を軸支して揺動させるタイプは、掘
削体の自由端が円弧を描くので、掘削面も円弧状となり
、平滑面を形成することが困難である。
<A> In the type in which one end of the excavation body is pivotally supported and swung, the free end of the excavation body draws an arc, so the excavation surface also forms an arc, making it difficult to form a smooth surface.

〈口〉ガイドレールに係合させるタイプは、ガイドレー
ル内に掘削片等が付着しやす(、掘削体の移動がスムー
ズに行われ難い。
<Open> In the type that engages with the guide rail, excavated pieces etc. tend to adhere to the inside of the guide rail (and it is difficult to move the excavated body smoothly).

また、ガイドレール内に掘削片が詰まった場合には、掘
削作業を中断してこれらの掘削片等を除去しなくてはな
らず、保守管理に手数を要する。
Further, if the guide rail is clogged with excavated pieces, the excavation work must be interrupted and these excavated pieces must be removed, which requires a lot of effort for maintenance and management.

〈本発明の目的〉 本発明は上記のような問題点を解決するためになされた
もので、保守管理に手数がかがらず、狭小な空間内にお
いても孔の掘削方向の前面を平滑に掘削できる掘削機を
提供することを目的とする。
<Objective of the present invention> The present invention has been made to solve the above-mentioned problems, and allows for easy maintenance and smooth drilling of the front surface in the drilling direction even in a narrow space. The purpose is to provide excavators that can.

〈問題点を解決するための手段〉 即ち本発明は、四つのリンクを台形状にピンを介して連
結して四節回転機構を構成し、この回転機構のうち、台
形の平行な二つのリンクの一方を固定し、他方のリンク
の中点に掘削手段を僅えた掘削体をピンを介して取り付
けてなる、掘削機である。
<Means for solving the problem> That is, the present invention configures a four-bar rotation mechanism by connecting four links in a trapezoidal shape via pins, and of this rotation mechanism, two parallel links in the trapezoid shape This is an excavator in which one of the links is fixed, and an excavating body with an excavating means is attached to the midpoint of the other link via a pin.

〈本発明の説明〉 以下、本発明の詳細な説明する。<Description of the present invention> The present invention will be explained in detail below.

〈イ〉掘削機の全体の説明(第1.2図)本発明に係る
掘削機は、地盤等を掘削する掘削手段と、この掘削手段
を垂直性を維持して移動する移動手段、および掘削土を
排出する排土手段からなる。
<B> Overall description of the excavator (Fig. 1.2) The excavator according to the present invention includes an excavating means for excavating the ground etc., a moving means for moving the excavating means while maintaining verticality, and an excavator for excavating. Consists of soil removal means for discharging soil.

〈口〉掘削手段 第1図において、1は上下端開放形の函体からなるフレ
ームである。
<Excavation> Excavation means In FIG. 1, numeral 1 denotes a frame consisting of a box with open upper and lower ends.

このフレーム1には、先端に回転カッター21を有する
掘削体2を装備する。
This frame 1 is equipped with an excavator 2 having a rotary cutter 21 at its tip.

この掘削体2は、後述するように孔の掘進方向と直交す
る方向に直進性を維持した移動手段によってフレーム1
上に移動自在に取り付ける。
As will be described later, this excavation body 2 is moved to the frame 1 by a moving means that maintains straightness in a direction perpendicular to the direction in which the hole is excavated.
Attach movably to the top.

また、フレーム1の外周には、地山と接触して掘削機を
定着させるための定着板13を装備する。
Further, the outer periphery of the frame 1 is equipped with a fixing plate 13 for fixing the excavator in contact with the ground.

定着板13は、フレーム1との間をジヤツキ等を介して
取り付け、このジヤツキ等の伸縮操作によって定着板1
3と地山との間の距離を自由に調節できる構造である。
The fixing plate 13 is attached to the frame 1 via a jack or the like, and the fixing plate 1 is expanded or contracted by the jack or the like.
It has a structure that allows you to freely adjust the distance between No. 3 and the ground.

〈ハ〉掘削体の移動手段 掘削体2の直進性を保持して移動させるには、次のよう
な近似直線運動を行うリンク装置を採用する。
<C> Excavating body moving means In order to maintain the straightness of the excavating body 2 and move it, a link device that performs the following approximate linear motion is employed.

[近似直線運動機構の運動原理](第3.4図)リンク
装置は、四つのリンクを台形状にピンを介して連結して
四節回転機構を構成し、この回転機構のうち、台形の平
行な二つのリンクの一方を固定し、他方のリンクの中点
に掘削手段を備えた掘削体をピンを介して取り付けた構
造である。
[Principle of motion of approximate linear motion mechanism] (Figure 3.4) The link device connects four links in a trapezoidal shape via pins to form a four-section rotation mechanism. It has a structure in which one of two parallel links is fixed, and an excavating body equipped with an excavating means is attached to the midpoint of the other link via a pin.

即ち、二本の長さの等しいリンクA、C(動節)をハ字
状に配置し、このリンクA、Cの上下端を長短長さの異
なるリンクB(中間節)と、リンクDで、ピンを介して
連節して台形状に形成する。
In other words, two links A and C (moving joints) of equal length are arranged in a V-shape, and the upper and lower ends of these links A and C are connected with link B (intermediate joint) and link D, which have different lengths. , are connected via pins to form a trapezoidal shape.

ここで、リンクDを静止節とすれば、リンクA、Cが揺
動する。
Here, if link D is a stationary node, links A and C swing.

このときリンクBの両端は上下動するが、リンクBの中
点はほとんど上下動せずに直進性を保持して移動するこ
ととなり、このリンクBの中点に近似直線運動点Gが形
成される。
At this time, both ends of link B move up and down, but the midpoint of link B hardly moves up and down, maintaining straightness, and an approximate linear motion point G is formed at the midpoint of link B. Ru.

さらに、上記リンク装置を複数組(例えば二組み)配置
する。
Furthermore, a plurality of sets (for example, two sets) of the link devices are arranged.

この際、両組の近似直線運動点Gの軌跡が平行で、かつ
、両近似直線運動点Gを同一垂線上に位置させて配置す
る。
At this time, the trajectories of both sets of approximate linear motion points G are parallel, and both approximate linear motion points G are arranged so as to be located on the same perpendicular line.

そして、両近似直線運動点G間を連絡リンクド1即ち掘
削体2で連結する。
Then, both approximate linear motion points G are connected by a communication link 1, that is, an excavation body 2.

リンクHは、リンク装置が台形状の状態において、リン
クB、Dの中点に位置することになる。
Link H is located at the midpoint of links B and D when the link device is in a trapezoidal shape.

従って、リンクA、Cを揺動させると、両組の近似直線
運動点Gは、互いに上下動することな(同速度で揺動方
向に直進する。
Therefore, when the links A and C are swung, the approximate linear motion points G of both sets do not move up or down relative to each other (they move straight in the swiveling direction at the same speed).

よって、両近似直線運動点G上にピン軸支された連絡リ
ンクHを、鉛直性を維持した状態で平行移動することが
できる。
Therefore, the communication link H supported by pins on both approximate linear motion points G can be translated in parallel while maintaining verticality.

[掘削体の取付1 静止リンクDに代わりリンクA、Cの下端Ad、Cdを
、フレーム1に回動自在にピン軸支する。
[Attachment of excavation body 1 Instead of stationary link D, lower ends Ad and Cd of links A and C are rotatably supported by pins on frame 1.

そして、リンクBの中点Gに、掘削体2をピン軸支する
Then, the excavation body 2 is supported by a pin at the midpoint G of the link B.

また、リンクBの両端と、フレーム1との間に油圧ジヤ
ツキ3を配置してリンクに揺動運動を与えられるよう構
成する。
Further, hydraulic jacks 3 are disposed between both ends of the link B and the frame 1, so that a swinging motion can be applied to the link.

これによって、油圧ジヤツキ3でリンクに揺動運動を与
えると、掘削体2が上下動せずに水平方向に近似直線運
動を行う。
As a result, when the hydraulic jack 3 applies a swinging motion to the link, the excavating body 2 does not move up and down but performs an approximately linear motion in the horizontal direction.

従って、第2図に示すような平滑な掘削を行うことがで
きる。
Therefore, smooth excavation as shown in FIG. 2 can be performed.

〈二〉排土手段 掘削した土砂等は、例えば掘削体2の尾端に接続する連
絡リンクHに設けた移送管22を経て孔外に排土するこ
とができる。
<2> Soil removal means The excavated earth and sand can be discharged out of the hole through, for example, a transfer pipe 22 provided on a communication link H connected to the tail end of the excavation body 2.

〈その他の態様1〉(第5.6図) 前述においては、リンク装置を二組配置した場合につい
て説明したが、−組だけでも同様な効果を期待できる。
<Other aspects 1> (Fig. 5.6) In the above, the case where two sets of link devices are arranged has been described, but the same effect can be expected even if only the - set is arranged.

〈その他の態様2〉(第7図) 第7図に示すように、フレーム1上に設けた、掘削体2
を挟持する挟持部材14と、一方掘削体2の外周に設け
た摺動部材23を係合させて、掘削体2を揺動させて掘
削を行うことも可能である。
<Other aspects 2> (Fig. 7) As shown in Fig. 7, an excavation body 2 provided on a frame 1
It is also possible to engage the holding member 14 that holds the excavating body 2 with the sliding member 23 provided on the outer periphery of the excavating body 2 to swing the excavating body 2 to perform excavation.

〈その他の態様3〉(第8.9図) 掘削体2を移動する手段として、次のような構造を採用
するこも可能である。
<Other Embodiment 3> (Fig. 8.9) As a means for moving the excavation body 2, it is also possible to adopt the following structure.

近似直線運動をするリンク装置を一組だけフレーム1に
取り付ける。
Only one set of link devices that perform approximate linear motion is attached to the frame 1.

そして、フレーム1上に開設したガイド溝12と、リン
クBの両端Ba、Be間を補助リンクlでピン軸支して
連結する。
Then, the guide groove 12 formed on the frame 1 and both ends Ba and Be of the link B are connected by supporting pins with the auxiliary link 1.

さらに、フレーム1上には油圧ジヤツキ4を固定し、こ
の油圧ジヤツキ4の自由端をガイド溝12のピン軸支点
に連結する。
Further, a hydraulic jack 4 is fixed on the frame 1, and the free end of the hydraulic jack 4 is connected to a pin shaft fulcrum of the guide groove 12.

そして、油圧ジヤツキ4の伸縮によって補助リンク■の
一端をガイド溝12上で摺動させて、リンク装置に揺動
を与えるよう構成する。
The structure is such that one end of the auxiliary link (2) is slid on the guide groove 12 by the expansion and contraction of the hydraulic jack 4, thereby imparting rocking to the link device.

なお、以上の各態様のリンク装置を逆向きに配置しても
、何ら近似直線運動には悪影響を与えることはない。
Note that even if the link devices of each of the above aspects are arranged in opposite directions, there will be no adverse effect on the approximate linear motion.

〈本発明の効果〉 本発明は以上説明したようになるので、次のような効果
を期待することができる。
<Effects of the Present Invention> Since the present invention has been described above, the following effects can be expected.

〈イ〉従来の掘削機のように掘削体をガイドレールに案
内して移動させるのではなく、近似直線運動をするリン
ク装置を採用した。
(a) Instead of moving the excavating body by guiding it along guide rails like in conventional excavators, we adopted a link device that moves in an approximate straight line.

従って、掘削片等が原因で掘削体の移動が阻止されるこ
とはなく、確実に掘削体を移動できる。
Therefore, the movement of the excavated body is not blocked by excavated pieces or the like, and the excavated body can be reliably moved.

〈口〉従来の掘削機と大きく異なる点は、掘削体の移動
手段である。
<Mouth> The major difference from conventional excavators is the means for moving the excavator.

即ち、本発明では、近似直線運動をするリンク装置に掘
削体を把持させた。
That is, in the present invention, the excavation body is gripped by a link device that moves approximately in a straight line.

従って、掘削体の先端は揺動せずに直線状に移動するの
で、平滑な掘削面を得ることができる。
Therefore, since the tip of the excavating body moves linearly without swinging, a smooth excavated surface can be obtained.

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

第1.2図:本発明の詳細な説明図 第3.4図:近似直線運動原理の説明図第5〜9図:そ
の他の態様の説明図
Figure 1.2: Detailed explanation of the present invention Figure 3.4: Illustration of the principle of approximate linear motion Figures 5 to 9: Illustration of other aspects

Claims (1)

【特許請求の範囲】[Claims] (1)四つのリンクを台形状にピンを介して連結して四
節回転機構を構成し、 この回転機構のうち、台形の平行な二つのリンクの一方
を固定し、 他方のリンクの中点に掘削手段を備えた掘削体をピンを
介して取り付けてなる、 掘削機。
(1) Four links are connected in a trapezoidal shape via pins to form a four-joint rotation mechanism. Of this rotation mechanism, one of the two parallel trapezoidal links is fixed, and the midpoint of the other link is fixed. An excavator is an excavator in which an excavator body equipped with excavating means is attached to the excavator via a pin.
JP24262290A 1990-09-14 1990-09-14 Excavator Expired - Fee Related JPH0694670B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24262290A JPH0694670B2 (en) 1990-09-14 1990-09-14 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24262290A JPH0694670B2 (en) 1990-09-14 1990-09-14 Excavator

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP10277085A Division JPS61261520A (en) 1985-05-16 1985-05-16 Excavator

Publications (2)

Publication Number Publication Date
JPH03194019A true JPH03194019A (en) 1991-08-23
JPH0694670B2 JPH0694670B2 (en) 1994-11-24

Family

ID=17091797

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24262290A Expired - Fee Related JPH0694670B2 (en) 1990-09-14 1990-09-14 Excavator

Country Status (1)

Country Link
JP (1) JPH0694670B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1703023A1 (en) * 2005-03-18 2006-09-20 BAUER Maschinen GmbH Slit wall digging device with direction control system
JP2007183488A (en) * 2006-01-10 2007-07-19 Canon Inc Optical member drive device and imaging apparatus
JP2018526551A (en) * 2015-09-10 2018-09-13 ソレタンシュ フレシネSoletanche Freyssinet Drilling machine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1703023A1 (en) * 2005-03-18 2006-09-20 BAUER Maschinen GmbH Slit wall digging device with direction control system
US7637038B2 (en) 2005-03-18 2009-12-29 Bauer Maschinen Gmbh Foundation construction device for making trenches in soil
JP2007183488A (en) * 2006-01-10 2007-07-19 Canon Inc Optical member drive device and imaging apparatus
JP2018526551A (en) * 2015-09-10 2018-09-13 ソレタンシュ フレシネSoletanche Freyssinet Drilling machine

Also Published As

Publication number Publication date
JPH0694670B2 (en) 1994-11-24

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