JP2003040586A - Vehicle for high lift work - Google Patents

Vehicle for high lift work

Info

Publication number
JP2003040586A
JP2003040586A JP2001229789A JP2001229789A JP2003040586A JP 2003040586 A JP2003040586 A JP 2003040586A JP 2001229789 A JP2001229789 A JP 2001229789A JP 2001229789 A JP2001229789 A JP 2001229789A JP 2003040586 A JP2003040586 A JP 2003040586A
Authority
JP
Japan
Prior art keywords
tip
work floor
boom
work
floor
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
Application number
JP2001229789A
Other languages
Japanese (ja)
Inventor
Chiku Hagiwara
築 萩原
Yoshitoshi Sawafuji
佐敏 澤藤
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.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP2001229789A priority Critical patent/JP2003040586A/en
Publication of JP2003040586A publication Critical patent/JP2003040586A/en
Pending legal-status Critical Current

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  • Forklifts And Lifting Vehicles (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vehicle for high lift work having a working platform allowing a position and a posture to be stabilized. SOLUTION: This vehicle for high lift work comprises a lower structure 1, a superstructure 2 swingably installed on the lower structure 1, a boom 3 elevatingly and telescopingly installed on the superstructure 2, and a working platform 4 installed at the tip of the boom. At least two projected members 6 having tip parts allowed to abut on a natural ground 5 around the working platform are provided on the working platform 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、高所作業車に関す
る。
TECHNICAL FIELD The present invention relates to an aerial work vehicle.

【0002】[0002]

【従来の技術】高所作業車は、市街での架線工事でよく
見かけられる。ところで近時、高所作業車には、建設機
械なる移動式クレーンを改造して30〜80mという超
高所での架橋工事、鉄塔立設工事及び土木工事等の重作
業に適用されたものがある。土木工事では、例えば崖及
び法面での高所土質改良のための削孔作業及び削孔内へ
の強化材流入作業(グラウト工法)、砕石場の岩壁高所
でのダイナマイト付設用削孔作業並びに足場を省略して
の高所建設作業等を例示できる。具体的には、例えば図
17に示す高所作業車は、自走可能な下部走行体1と、
下部走行体1上に旋回自在に設けた上部旋回体2と、上
部旋回体2上に起伏自在かつ伸縮自在に設けたブーム3
と、ブーム先端に設けた作業床4とを有する。この例機
の本体は、移動式クレーンであり、ブーム3の先端から
本来垂下していたフック(不図示)を作業床4に置換え
たものである。つまり、作業床4は移動式クレーンのア
タッチメントとされている。尚、図17の作業床例は、
図18に示す通り、ブーム先端に設けた横ピン31回り
に伸縮シリンダ32の伸縮によって起伏自在とされ、か
つ作業床4での垂直軸Po回りに旋回機構(不図示)に
よって旋回自在とされている。
2. Description of the Related Art Aerial work vehicles are often found in overhead line construction in the city. By the way, recently, some aerial work vehicles have been applied to heavy work such as bridging work at super-high places of 30 to 80 m, tower construction work and civil engineering work by modifying a mobile crane that is a construction machine. is there. In civil engineering work, for example, drilling work for improving soil quality at high places on cliffs and slopes, inflow of reinforcement material into the drilling hole (grout method), drilling for dynamite installation at high places of rock wall in quarry Examples include work and high-altitude construction work without scaffolding. Specifically, for example, the aerial work vehicle shown in FIG.
An upper revolving structure 2 rotatably provided on the lower traveling structure 1, and a boom 3 movably and extensible on the upper revolving structure 2.
And a work floor 4 provided at the tip of the boom. The main body of this example machine is a mobile crane in which a hook (not shown) originally hanging from the tip of the boom 3 is replaced with a work floor 4. That is, the work floor 4 is an attachment of a mobile crane. In addition, the working floor example of FIG.
As shown in FIG. 18, the horizontal pin 31 provided at the tip of the boom can be raised and lowered by the expansion and contraction of the expansion and contraction cylinder 32, and can be freely rotated by the rotation mechanism (not shown) about the vertical axis Po on the work floor 4. There is.

【0003】かかる高所作業車において、作業床4上に
は作業者が搭乗する(以下「搭乗者」とする)。そこ
で、作業床4には上部旋回体2の旋回操作、ブーム3の
起伏操作及び伸縮操作並びに作業床4の起伏操作及び旋
回操作用の操作盤を備え、搭乗者がこれを操作する。
尚、操作盤では、作業者が下部走行体1の走行操作及び
アウトリガ(不図示)の張出し操作を行えないようにし
てある。さらにまた、作業床4上には小形クレーン、削
孔機、油圧式掘削機(いわゆる「小形油圧式パワーショ
ベル」である)等の作業用機具(不図示)が搭載され、
搭乗者がこれらを操作する。
In such an aerial work vehicle, an operator rides on the work floor 4 (hereinafter referred to as "passenger"). Therefore, the work floor 4 is provided with an operation panel for the swing operation of the upper swing body 2, the hoisting operation and the extension / contraction operation of the boom 3, and the hoisting operation and the swivel operation of the work floor 4, which the passenger operates.
The operation panel is designed so that an operator cannot perform traveling operation of the lower traveling body 1 and extension operation of an outrigger (not shown). Furthermore, work equipment (not shown) such as a small crane, a boring machine, a hydraulic excavator (so-called "small hydraulic excavator") is mounted on the work floor 4,
The passenger operates these.

【0004】[0004]

【発明が解決しようとする課題】ところで、上記高所作
業車によれば、 (a)30〜80mの超高所では、風による作業床の揺
れ及びブームの捩じれが搭乗者に高所不安を感じさせ
る。 (b)削孔機及び油圧式掘削機等の重量物を搭載しての
作業は、超高所になるほど搭乗者に高所不安を感じさせ
る。 (c)削孔作業及び掘削作業等では、削孔機の削孔ロッ
ドの回転力や及び油圧式掘削機の掘削力等が作業床では
反力の変化となって生ずるから、この反力の変化に基づ
く作業床の揺れ及びブームの捩じれが搭乗者に高所不安
を感じさせる。 (d)削孔機で生ずる振動は、作業床を揺らすが、この
揺れが例えばパイロット孔を定めにくくし、また削孔ロ
ッドの曲がりの原因となって削孔能率を著しく低下させ
る。
By the way, according to the aerial work vehicle described above, (a) at an extremely high altitude of 30 to 80 m, the sway of the work floor due to the wind and the twisting of the boom cause a passenger to feel uneasy at a high altitude. feel it. (B) When a heavy object such as a boring machine or a hydraulic excavator is mounted, the passenger feels uneasy at a higher altitude as the altitude becomes higher. (C) In drilling work and excavation work, the rotational force of the drilling rod of the drilling machine and the drilling force of the hydraulic drilling machine cause changes in the reaction force on the work floor. The shaking of the work floor and the twisting of the boom caused by the change make the passenger feel anxiety about the height. (D) The vibration generated by the boring machine rocks the working floor, but this bouncing makes it difficult to define the pilot hole, for example, and causes bending of the boring rod, which significantly reduces the boring efficiency.

【0005】そこで作業床を、例えば土木工事では地山
斜面に、一方、架橋工事及び鉄塔立設工事では既設の架
橋部材及び鉄塔部材に押し当てて作業床の揺れ及びブー
ムの捩じれを防止し、搭乗者の高所不安感を減ずること
がある。ところがこの場合、 (e1)地山斜面では、作業床が斜面からの落石及び落
土を直接受ける。さらに雨天時では、斜面に沿って落ち
る水、濁水、泥流が作業床上に直接流れ込んで作業床は
元よりのこと搭載機具を汚濁し、また搭乗者の作業床上
での滑り転倒の原因ともなる。特に、岩盤斜面では、作
業床が金物であるために、耐横滑り防止策として摩擦力
の確保のために、つまり作業床の横揺れ防止のために、
大きな押し付け力(「抗力」である)が必要となり、こ
のためブームに大きな撓み応力が生ずる。しかもこの岩
盤斜面では、斜面の表面の凹凸によって作業床での押し
付け個所が一定せず、作業床が捩じられてブームに大き
な捩じれ応力が生ずる。これは、搭乗者にとっての高所
不安感の解消とはなっても、ブーム等の剛性維持上好ま
しくない。 (e2)既設架橋部材及び既設鉄塔部材では、既設部材
とはいっても、その多くは仮決め部材である。仮決めで
あるから、押し当てられた作業床の押し当て力及び風等
による作業床の揺れによる力を受けて完成後の橋梁及び
鉄塔の精度に微妙な狂いが生ずる虞がある。
Therefore, for example, in the case of civil engineering work, the working floor is pressed against the ground slope, while in the bridge construction and the tower erection construction, the working floor is pressed against the existing bridge members and steel tower members to prevent shaking of the work floor and twisting of the boom. It may reduce passengers' anxiety about heights. However, in this case, (e1) On the ground slope, the work floor directly receives rock fall and soil fall from the slope. Furthermore, in rainy weather, water, muddy water, and mud flows that fall along the slopes directly flow into the work floor, which in turn pollutes the equipment onboard and also causes the passenger to slip and fall on the work floor. . Especially on rock slopes, since the work floor is a hardware, in order to secure the frictional force as a measure to prevent skidding, that is, to prevent the work floor from rolling,
A large pressing force (which is the "drag") is required, which results in a large bending stress on the boom. Moreover, on this rock slope, the pressing point on the work floor is not constant due to the unevenness of the surface of the slope, the work floor is twisted, and a large twist stress is generated in the boom. This is not preferable for maintaining the rigidity of the boom or the like, even though it eliminates the occupant's anxiety about high places. (E2) In the existing bridging members and existing steel tower members, most of the existing members are provisional members, even if they are existing members. Since this is a tentative decision, there is a possibility that the accuracy of the bridge and steel tower after completion will be slightly affected by the pressing force of the pressed work floor and the force of the work floor shaking due to wind and the like.

【0006】本発明、上記不都合に鑑み、これらの少な
くとも一つを抑制又は解消できる高所作業車の提供を目
的としている。
In view of the above-mentioned inconvenience, the present invention aims at providing an aerial work vehicle capable of suppressing or eliminating at least one of them.

【0007】[0007]

【課題を解決するための手段及び作用効果】上記目的を
達成のために、本発明に係る高所作業車は、第1に、下
部走行体と、下部走行体上に旋回自在に設けた上部旋回
体と、上部旋回体上に起伏自在かつ伸縮自在に設けたブ
ームと、ブーム先端に設けた作業床とを有する高所作業
車において、作業床回りの地山に先端部を当接可能とさ
れた突出部材を少なくとも2つ前記作業床に設けること
とした。このようにすると、突出部材の先端部は地山に
当接して作業床の位置及び姿勢が安定する。従って、高
所の高低及び搭載器具の重量に係らず、搭乗者が高所不
安を感じにくい。また、突出部材を作業床に2つ設けた
ため作業床の平面的揺れ及びブームの捩じれを抑制でき
る。尚、突出部材を3個以上設ければ、作業床の立体的
な揺れ及びブームの捩じれを抑制できる。さらに、突出
部材の先端部が地山に対して当接するということは、如
何なる地山に対しても当接するということであるから、
作業床と地山との間には隙間が生ずる。つまり、地山斜
面に沿って落ちてくる石、土、水、泥水及び泥濘、泥土
等の殆どはこの隙間を通過して作業床の下方へと落下す
るため、作業床は元より、作業床上の搭載器具の損傷及
び汚濁を防止でき、搭乗者の滑り転倒等も防止できる。
In order to achieve the above object, a work vehicle for high places according to the present invention is, firstly, an undercarriage and an upper part which is rotatably provided on the undercarriage. In an aerial work vehicle having a revolving structure, a boom provided on the upper revolving structure so as to be capable of undulating and expanding and contracting, and a work floor provided at the boom tip, the tip can be brought into contact with the ground around the work floor. At least two protruding members are provided on the work floor. With this configuration, the tip end portion of the projecting member abuts on the natural ground, and the position and posture of the work floor are stabilized. Therefore, regardless of the height of the high place and the weight of the mounted device, the passenger is unlikely to feel anxiety about the high place. Further, since the two projecting members are provided on the work floor, it is possible to suppress the plane swing of the work floor and the twist of the boom. If three or more projecting members are provided, it is possible to suppress three-dimensional shaking of the work floor and twisting of the boom. Furthermore, the fact that the tip of the protruding member abuts against the natural ground means that it abuts against any natural ground.
There is a gap between the work floor and the ground. In other words, most of the stones, soil, water, muddy water, mud, mud, etc. falling along the ground slope pass through these gaps and fall below the work floor. It is possible to prevent damage and pollution of the onboard equipment, and to prevent passengers from slipping and falling.

【0008】また、第2として、下部走行体と、下部走
行体上に旋回自在に設けた上部旋回体と、上部旋回体上
に起伏自在かつ伸縮自在に設けたブームと、ブーム先端
に設けた作業床とを有する高所作業車において、ブーム
と作業床との接合部回りに接合部中心回りに旋回自在な
旋回部材を設けると共に、作業床回りの地山に先端部を
当接可能とされた突出部材を少なくとも2つ前記旋回部
材に設けてもよい。このようにすると、旋回部材が作業
床と係わりなく接合部中心回りに旋回するため、突出部
材の押し付け力が総べて有効押し付け力なり無駄がなく
なる。また作業床が前記図18のような旋回式であれ
ば、突出部材を地山に押し付けたまま作業床を自在旋回
制御できる(上記第1構成ではこのようにできない)。
Secondly, the lower traveling body, the upper revolving body rotatably provided on the lower traveling body, the boom provided on the upper revolving body so as to be up and down and extendable, and the boom tip end are provided. In an aerial work vehicle having a work floor, a swivel member is provided around the joint between the boom and the work floor so that the swivel member can swivel around the center of the joint, and the tip can be brought into contact with the ground around the work floor. At least two protruding members may be provided on the swiveling member. With this configuration, the swiveling member swivels around the center of the joint regardless of the work floor, so that the pressing force of the projecting member is all effective pressing force and waste is eliminated. If the work floor is a swivel type as shown in FIG. 18, it is possible to freely swivel the work floor while pressing the projecting member against the natural ground (this is not possible with the first configuration).

【0009】尚、上記第1又は第2の高所作業車におい
て、その突出部材を伸縮自在とするのが望ましい。この
ようにすると、隙間の大きさを自在管理できる。また、
地山が凹凸していても、作業床の位置及び/又は姿勢を
変えることなく、突出部材を伸縮させてその先端部を凹
凸に当接できる。
In the above first or second work vehicle for aerial work, it is desirable that the projecting member thereof be extendable. In this way, the size of the gap can be managed freely. Also,
Even if the ground is uneven, the tip of the projecting member can be expanded and contracted to abut the unevenness without changing the position and / or posture of the work floor.

【0010】さらに上記第1、第2又は第3の高所作業
車において、その突出部材の先端部は、地山に貫入可能
に成形するか、又は弾性部材で構成するのがよく、さら
にまた前記先端部のみを交互に交換自在とするか、又は
いずれか一方を一体的に固設して他方を着脱自在とする
のがよい。このようにすると、地山が土の軟物では、貫
入可能に成形した先端部を用いることができ、一方、地
山が岩、架橋部材及び鉄塔部材等の硬物では、弾性部材
で構成した先端部を用いることができる。弾性部材で構
成の先端部は、作業床の振動及び揺れを防止でき、減衰
でき、かつその摩擦力によって作業床の上下及び左右方
向の揺れも抑制っし、減衰できる。つまり、ブームの捩
じれも抑制でき、減衰できる。
Further, in the above-mentioned first, second or third work vehicle for aerial work, it is preferable that the tip end portion of the projecting member is formed so as to be capable of penetrating into the natural ground or is constituted by an elastic member. It is preferable that only the tip portions are alternately replaceable, or one of them is integrally fixed and the other is removable. In this way, in the case where the natural ground is a soft material, it is possible to use the tip portion that is formed so that it can penetrate. On the other hand, in the case where the natural ground is a hard material such as rocks, bridge members and steel tower members, it is composed of an elastic member. The tip can be used. The tip of the elastic member can prevent and dampen the vibration and shaking of the work floor, and its frictional force can also suppress and dampen the shaking of the work floor in the vertical and horizontal directions. That is, the twisting of the boom can be suppressed and damped.

【0011】[0011]

【発明の実施の形態及び実施例】以下、本発明に係る高
所作業車の好適な実施例を図1〜図16を参照して説明
する。尚、各実施例の本体は、既説の図17及び図18
の高所作業車である。従って以下の説明において、図1
〜図16で図示しない要素及びその符号は、図17及び
図18で既説の要素及びその符号である。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of an aerial work vehicle according to the present invention will be described below with reference to FIGS. The main body of each embodiment is the same as that described in FIGS.
It is an aerial work vehicle. Therefore, in the following description, FIG.
The elements and their reference numerals not shown in FIG. 16 are the elements and their reference numerals already described in FIGS. 17 and 18.

【0012】第1実施例は、図1〜図3で示す通り、作
業床4はその回りの地山5に先端部を当接可能とされた
突出部材6を備える。尚、地山5には、特に断りないと
きは、不図示の既設架橋部材及び既設鉄塔部材等も部材
も含めるものとする(前記「特許請求の範囲」において
も同じ扱いとする)。ここに、図1の突出部材6の先端
部6aは先尖形の楔状に成形してある。一方、図2の突
出部材6の先端部6bは例えばゴム等の樹脂製でなる弾
性部材で構成してある。そして、図3の先端部6bで例
示する通り、突出部材6は互いに離間して作業床4に2
つ設けてある。また、同じく図3に示す通り、各突出部
材6は伸縮自在としてある(このような「伸縮式」では
なく「一定長さ式」としてもよい)。尚、図3の先端部
6bは、図1の先端部6aに置き換えてもよい。従っ
て、以下、先端部6bと先端部6aとを区別しないとき
は、単に「先端部」とする。
In the first embodiment, as shown in FIGS. 1 to 3, the work floor 4 is provided with a projecting member 6 whose tip can be brought into contact with the ground 5 around it. Unless otherwise specified, the ground 5 includes existing bridge members, existing steel tower members, and the like (not shown) (the same shall apply to the "claims"). Here, the tip portion 6a of the protruding member 6 in FIG. 1 is formed in a pointed wedge shape. On the other hand, the tip portion 6b of the projecting member 6 in FIG. 2 is formed of an elastic member made of resin such as rubber. Then, as illustrated by the tip portion 6b of FIG.
One is provided. Further, similarly, as shown in FIG. 3, each protruding member 6 is expandable and contractible (they may be of a "fixed length type" instead of the "extendable type"). The tip 6b of FIG. 3 may be replaced with the tip 6a of FIG. Therefore, hereinafter, when the tip 6b and the tip 6a are not distinguished, they are simply referred to as "tips".

【0013】上記各突出部材6の作用効果を次に説明す
る。 (1)突出部材6の先端部は地山5に当接するが、その
ため、風並びに搭載した削孔機及び油圧式掘削機等の振
動や動作があっても、作業床4の位置及び姿勢が安定す
る。具体的には、削孔機は削孔ロッドを回転させるが、
突出部材6の先端部が地山5に当接しているために、突
出部材6が削孔ロッドの回転力を抗して作業床4の揺れ
を防止する。従って、例えばパイロット孔が定まり、ま
た削孔ロッドの曲がりも防止できる。従って、高所の高
低、及び、搭載器具の重量に係らず、搭乗者も高所不安
を感じにくい。
The operation and effect of each projecting member 6 will be described below. (1) The tip of the projecting member 6 abuts against the natural ground 5. Therefore, the position and posture of the work floor 4 will be maintained even if there is wind or vibration or operation of the drilling machine, hydraulic excavator, etc. installed. Stabilize. Specifically, the boring machine rotates the boring rod,
Since the tip of the projecting member 6 is in contact with the ground 5, the projecting member 6 resists the rotational force of the drilling rod and prevents the work floor 4 from shaking. Therefore, for example, the pilot hole is determined, and the bending of the drilled rod can be prevented. Therefore, regardless of the height of the high place and the weight of the mounting device, the passenger is unlikely to feel the anxiety of the high place.

【0014】(2)突出部材6は作業床4に2つ設けて
あるが、そのため、作業床4は両突出部材6の各先端部
との間で3点支持を成立させる、従って、基本的には、
作業床4の平面的な揺れ及びブーム3の捩じれを抑制で
きる。尚、上記の通り、突出部材6の先端部は地山5に
当接するから(実際は当接力を持って当接する)、作業
床4の立体的な揺れ及びブーム3の捩じれも抑制する。
勿論、突出部材6を3個設けてもよく、しかもこの場
合、1個の突出部材6の先端部は、他の2個の突出部材
6の先端部と作業床4とでなる平面からずれた位置で地
山5に当接するように設けることが望ましい。このよう
すると、作業床4の立体的な揺れ及びブーム3の捩じれ
を抑制できる(4個以上でも同じ)。
(2) Two projecting members 6 are provided on the work floor 4. Therefore, the work floor 4 establishes three-point support between the respective tip portions of both projecting members 6, and therefore, basically, Has
It is possible to suppress the planar swing of the work floor 4 and the twist of the boom 3. As described above, since the tip end of the projecting member 6 abuts on the ground 5 (actually abuts with abutting force), the three-dimensional rocking of the work floor 4 and the twisting of the boom 3 are also suppressed.
Of course, three projecting members 6 may be provided, and in this case, the tip of one projecting member 6 is displaced from the plane formed by the tip of the other two projecting members 6 and the work floor 4. It is desirable to provide so as to contact the natural ground 5 at a position. In this way, three-dimensional shaking of the work floor 4 and twisting of the boom 3 can be suppressed (the same applies to four or more).

【0015】(3)突出部材6の先端部が地山5に対し
て当接するということは、如何なる地山5に対しても当
接するということである。従って、図示の通り、作業床
4と地山5との間には隙間δが生ずる。つまり、作業床
4は地山5に対し隙間δをもって対峙するために、地山
斜面に沿って落ちてくる石、土、水、泥水及び泥濘、泥
土等の殆どはこの隙間δを通過して作業床4の下方へと
落下する。従って、作業床4は元より、作業床4上の搭
載器具の損傷及び汚濁を防止でき、搭乗者の滑り転倒等
も防止できる。
(3) The fact that the tip of the projecting member 6 abuts against the ground 5 means that it abuts against any ground 5. Therefore, as shown in the drawing, a gap δ is created between the work floor 4 and the ground 5. That is, since the work floor 4 faces the ground 5 with a gap δ, most of the stones, soil, water, muddy water, mud, mud, etc. falling along the ground slope pass through this gap δ. It falls below the work floor 4. Therefore, it is possible to prevent the work floor 4 from being damaged and polluted by the equipment mounted on the work floor 4, and also prevent the passenger from slipping and falling.

【0016】(4)突出部材6が伸縮自在とされてい
る。このために、隙間δの大きさを自在管理できる。ま
た、地山5が凹凸していても、作業床4の位置及び/又
は姿勢を変えることなく、突出部材6を伸縮させてその
先端部を凹凸に当接できる。
(4) The projecting member 6 can be expanded and contracted. Therefore, the size of the gap δ can be controlled freely. Further, even if the ground 5 is uneven, the projecting member 6 can be expanded and contracted to abut the unevenness without changing the position and / or the posture of the work floor 4.

【0017】(5)図1の突出部材6の先端部6aは楔
状に成形されている。そのために、地山5が土ならば、
突出部材6は地山5に好適に貫入する。貫入部は地山5
に拘束され、風による作業床4の揺れ、並びに、削孔機
及び油圧式掘削機による作業振動及び作業反力による作
業床4の揺れを抑制できる。この結果、搭乗者は高所不
安を感じにくい。尚、先端部6aは、土等の柔らかい地
山5に対して当接したのち貫入可能となるように成形し
てさえあれば、どのような形状及び/又は材質でもよ
い。尚、図示しないが、作業床4と地山5との間の隙間
δを絶対的に確保すべく、突出部材6の先端部6aの後
側に鍔を設けてもよい。このようにすると、貫入量が制
限されものの隙間は確保される。また、このようにする
と、鍔の地山5への当接面が、作業床4の上下及び左右
方向への揺れをよりよく制限するようになる。
(5) The tip portion 6a of the projecting member 6 shown in FIG. 1 is shaped like a wedge. Therefore, if the ground 5 is soil,
The projecting member 6 preferably penetrates the natural ground 5. The penetration is 5
The work floor 4 is restrained by the wind, and the work floor 4 can be restrained from being shaken by the wind, and by the vibration of the drilling machine and the hydraulic excavator and the work reaction force. As a result, passengers are less likely to feel anxiety about high places. The tip 6a may have any shape and / or material as long as it is formed so as to be capable of penetrating after coming into contact with the soft ground 5 such as soil. Although not shown, a collar may be provided on the rear side of the tip portion 6a of the projecting member 6 in order to absolutely secure the gap δ between the work floor 4 and the ground 5. In this way, the amount of penetration is limited, but a gap is secured. Further, in this case, the contact surface of the brim with the natural ground 5 can better limit the swing of the work floor 4 in the vertical and horizontal directions.

【0018】(6)図2の突出部材6の先端部6bは弾
性部材で構成されている。そのために、地山5が岩盤、
既設架橋部材又は既設鉄塔部材等であれば、先端部6b
がこれら表面に当接する。このようにすると、先端部6
bなる弾性部材6bが、風による作業床4の揺れ、並び
に、削孔機及び油圧式掘削機等の振動や動作に基く作業
床4の揺れが弾性部材によって減衰される。従って、ブ
ームの捩じれも大きくならず、かつ減衰される。また、
弾性部材は、金物ではなく、ゴム等の樹脂製であるか
ら、岩盤、既設架橋部材又は既設鉄塔部材等の当接面で
の大きな滑り抵抗を期待できるために、作業床4の上下
及び左右方向の滑り(即ち、作業床4の上下及び左右方
向の揺れ)及びブーム4の捩じれを抑制できる。従っ
て、例えば削孔作業ではパイロット孔を決め易く、かつ
削孔ロッドが曲がりにくく、この結果、削孔能率が著し
く向上する。
(6) The tip 6b of the protruding member 6 shown in FIG. 2 is made of an elastic member. For that purpose, the ground 5 is bedrock,
If it is an existing bridge member or existing tower member, etc., the tip portion 6b
Abut these surfaces. In this way, the tip 6
The elastic member 6b, which is b, damps the shaking of the working floor 4 due to the wind, and the shaking of the working floor 4 due to the vibration and operation of the hole drilling machine and the hydraulic excavator. Therefore, the twist of the boom is not increased and is damped. Also,
Since the elastic member is not made of metal but made of resin such as rubber, a large sliding resistance can be expected at the contact surface of rock, existing bridge members, or existing steel tower members. Of the work floor 4 (that is, shaking of the work floor 4 in the vertical and horizontal directions) and the twisting of the boom 4 can be suppressed. Therefore, for example, in the drilling operation, the pilot hole can be easily determined, and the drilling rod is hard to bend. As a result, the drilling efficiency is remarkably improved.

【0019】次に、突出部材6の伸縮機構を各種例示す
る。
Next, various expansion / contraction mechanisms of the projecting member 6 will be exemplified.

【0020】図4の突出部材6は、その後部を雄ネジ部
61aとしてある。一方、作業床4は、雄ネジ部61a
に螺合される雌ネジ部61bを備える。そこで、搭乗者
が突出部材6を正逆転させれば、雄ネジ部61aが雌ネ
ジ部61b内を進退し、従って、突出部材6は伸縮す
る。
The protruding member 6 shown in FIG. 4 has a rear portion as a male screw portion 61a. On the other hand, the work floor 4 has a male screw portion 61a.
The female screw part 61b screwed together is provided. Then, when the passenger reverses the protruding member 6 in the forward and reverse directions, the male screw portion 61a advances and retreats in the female screw portion 61b, so that the protruding member 6 expands and contracts.

【0021】図5の突出部材6は、その後部に長手直角
方向のピン孔62aを長手方向に小ピッチで複数備え
る。一方、作業床4は、突出部材6の後部を貫入される
ボス部62bを備える。ボス部62bは、その対向部位
に一対のピン孔62c、62cを備える。そこで、搭乗
者が、所望のピン孔62aがピン孔62c、62cに一
致するように突出部材6を進退させ、一致したときに、
ピン62dをピン孔62c、62a、62c間に挿入す
れば、突出部材6は固定される。つまり、突出部材6は
ボス部62b内からの突出量を変えて伸縮する。
The protruding member 6 shown in FIG. 5 is provided with a plurality of pin holes 62a in the longitudinal direction at the rear portion thereof at a small pitch in the longitudinal direction. On the other hand, the work floor 4 includes a boss portion 62b that penetrates the rear portion of the projecting member 6. The boss portion 62b is provided with a pair of pin holes 62c and 62c at its opposing portion. Therefore, when the passenger moves the projecting member 6 back and forth so that the desired pin hole 62a matches the pin holes 62c, 62c, and when they match,
When the pin 62d is inserted between the pin holes 62c, 62a and 62c, the protruding member 6 is fixed. That is, the protrusion member 6 expands and contracts by changing the amount of protrusion from the inside of the boss portion 62b.

【0022】図6の突出部材6は、その後端面の中央部
にピン連結部63aを備える。一方、作業床4は、突出
部材6の後部を挿入されたボス部63bを備える。ボス
部63bは、その後端に伸縮シリンダ63cのシリンダ
チューブを固定され、一方、シロンダロッドの先端がピ
ン連結部63aにピン連結されている。尚、伸縮シリン
ダ63cは液圧式又は空圧式でよく、搭乗者がこれを伸
縮させることにより、突出部材6はボス部63b内から
の突出量を変えて伸縮する。
The protruding member 6 of FIG. 6 has a pin connecting portion 63a at the center of its rear end surface. On the other hand, the work floor 4 includes a boss portion 63b into which the rear portion of the projecting member 6 is inserted. The boss portion 63b has a cylinder tube of the telescopic cylinder 63c fixed to the rear end thereof, and the tip of the cylinder rod is pin-connected to the pin connecting portion 63a. The extension / contraction cylinder 63c may be a hydraulic type or a pneumatic type, and when the occupant expands / contracts the expansion / contraction cylinder 63c, the protrusion member 6 expands / contracts by changing the protrusion amount from the boss portion 63b.

【0023】図7の突出部材6は、その後端部の側面に
長溝64aを備える。一方、作業床4は、突出部材6の
後部側を挿入されたボス部64bを備える。ボス部64
bは、その後端に調整ネジ64cを備える。ネジ64c
の先端は、突出部材6の後端面に当接している。また、
ボス部64bは、その側面にストッパネジ64dを備え
る。ネジ64dの先端は、突出部材6の長溝64aに入
り込む。尚、図示するナット64e、64fは、ネジ6
4c、64dのボス部64bへの固定用である。搭乗者
が調整ネジ64cを進退させることによって突出部材6
はボス部64b内からの突出量を変えて伸縮する。尚、
ストッパネジ64dは、突出部材6の外部への脱落を防
止する。
The protruding member 6 shown in FIG. 7 is provided with a long groove 64a on the side surface of the rear end thereof. On the other hand, the work floor 4 includes a boss portion 64b into which the rear side of the protruding member 6 is inserted. Boss 64
b has an adjusting screw 64c at its rear end. Screw 64c
The front end of the contact member abuts on the rear end surface of the protruding member 6. Also,
The boss portion 64b is provided with a stopper screw 64d on its side surface. The tip of the screw 64d enters the long groove 64a of the protruding member 6. Note that the nuts 64e and 64f shown in the drawing are screw 6
It is for fixing 4c and 64d to the boss portion 64b. When the passenger moves the adjusting screw 64c back and forth, the protruding member 6
Expands and contracts by changing the amount of protrusion from inside the boss portion 64b. still,
The stopper screw 64d prevents the protruding member 6 from falling out.

【0024】尚、図4〜図7の伸縮機構付きの各突出部
材6は、その先端部を弾性部材6bとして図示してある
が、図1に示した楔状6aに成形してもよい。また、図
8に示すように、突出部材6の先端側に係合部(本例で
はネジ部)を設け、弾性部材なる先端部6bと、楔状に
成形した先端部6aと交換自在とした「先端部交換式」
としてもよい。さらには、図9及び図11を参照して詳
細を後述する「先端部選択式」としてもよい。尚、これ
ら先端部交換式及び先端部選択式は、この伸縮式突出部
材に限定されることはなく、一定長さ式突出部材の先端
部としても適用できる。
Although the tip end portion of each protruding member 6 with the expansion / contraction mechanism shown in FIGS. 4 to 7 is shown as the elastic member 6b, it may be formed into the wedge shape 6a shown in FIG. Further, as shown in FIG. 8, an engaging portion (screw portion in this example) is provided on the tip end side of the projecting member 6 so that the tip end portion 6b which is an elastic member and the tip end portion 6a formed in a wedge shape can be exchanged. Tip exchange type "
May be Furthermore, a “tip portion selection type”, which will be described later in detail with reference to FIGS. 9 and 11, may be adopted. The tip exchangeable type and the tip selectable type are not limited to the telescopic type projecting member, and can also be applied to the tip part of the constant length type projecting member.

【0025】次に、上記先端部選択式突出部材を例示す
る。これは、前記の通り、図9及び図11に例示され
る。詳しくは次の通り。
Next, the above-mentioned tip-end selection type protruding member will be exemplified. This is illustrated in Figures 9 and 11 as described above. Details are as follows.

【0026】図9の突出部材6の本体は、弾性部材なる
先端部6bを備えたものであるが、先端部6bの真後外
周に雄ネジ部を備え、そして、先端部6bを覆うように
楔状に成形した先端部6aを螺合したものである。勿
論、先端部6aの後端内周面には雌ネジを設けてある。
つまり、図9は先端部6aの使用時を示し、一方、先端
部6aを取り外しての先端部6bの使用時は図10に示
される。即ち、先端部選択式の突出部材6となってい
る。尚、この例では、図10の先端部6bの使用時に露
出する雄ネジ部にカラー6cを螺合してある。これによ
り、雄ネジ部の外部からの損傷を防止している。尚、先
端部6bの使用時では、先端部6bは岩盤等に当接する
だけであるから、雄ネジ部が直接的に損傷する機会は少
ないものの、落石による雄ネジ部の損傷を回避するのが
このカラー6cの設置目的である。尚、符号6dは、先
端部6a及びカラー6cを螺合及び取り外すための手器
具(鉤スパナである)の係止穴である。勿論、螺合に変
えて、例えば前記図5で例示したピンの出し入れ方式に
よるピン連結方式としてもよい。ピン連結方式とすれ
ば、寧ろその方が、雄ネジに対する損傷に対する保護等
に搭乗者が気を配らなくてよく、辛苦作業の軽減とな
る。
The main body of the projecting member 6 in FIG. 9 is provided with a tip portion 6b which is an elastic member. However, a male screw portion is provided on the outer periphery just behind the tip portion 6b, and the tip portion 6b is covered. The wedge-shaped tip portion 6a is screwed together. Of course, a female screw is provided on the inner peripheral surface of the rear end of the tip portion 6a.
That is, FIG. 9 shows the use of the tip 6a, while FIG. 10 shows the use of the tip 6b with the tip 6a removed. That is, the protruding member 6 is a tip-end selectable member. In this example, the collar 6c is screwed to the male screw portion exposed when the tip portion 6b of FIG. 10 is used. This prevents external damage to the male screw portion. When the tip portion 6b is used, since the tip portion 6b only abuts on rock or the like, there is little chance of directly damaging the male screw portion, but avoiding damage to the male screw portion due to falling rocks. This is the purpose of installing the collar 6c. Reference numeral 6d is a locking hole of a hand instrument (a hook spanner) for screwing and removing the tip portion 6a and the collar 6c. Of course, instead of screwing, for example, a pin connecting method based on the pin inserting / extracting method illustrated in FIG. 5 may be used. If the pin connection method is adopted, the passenger does not have to pay attention to the protection against the damage to the male screw, so that the painful work can be reduced.

【0027】図11の突出部材6は、上記図9の突出部
材6とは反対の形式である。即ち、図11の突出部材6
の本体は、楔状に成形した先端部6aを備えたものであ
るが、先端部6aの真後外周に雄ネジ部を備え、そし
て、先端部6aを覆うように弾性部材なる先端部6bを
螺合したものである。勿論、先端部6bの後端内周面に
は雌ネジを設けてある。つまり、図11は先端部6bの
使用時を示し、一方、先端部6bをを取り外しての先端
部6aの使用時は図12に示される。即ち、先端部選択
式の突出部材6となっている。尚、この例でも、図12
の先端部6aの使用時に露出する雄ネジ部にカラー6c
を螺合してある。これにより、雄ネジ部の外部からの損
傷を防止している。尚、先端部6aの使用時では、雄ネ
ジ部も土中に貫入されて雄ネジ部の摩耗及び/又は損傷
が生じる。これを回避するのがカラー6cの設置目的で
ある。尚、符号6dは先端部6b及びカラー6cを螺合
するための手工具(鉤スパナである)の係止穴である。
勿論、螺合に変えて、これも、ピンの出し入れ方式によ
るピン連結方式としてもよい。このようにすると、上記
同様、雄ネジに対する損傷に対する保護等に搭乗者が気
を配らなくてもよく、辛苦作業の軽減となる。
The protruding member 6 shown in FIG. 11 is of the opposite type to the protruding member 6 shown in FIG. That is, the protruding member 6 of FIG.
The main body of (1) has a tip portion 6a formed in a wedge shape. However, a male screw portion is provided on the outer periphery just behind the tip portion 6a, and a tip portion 6b which is an elastic member is screwed so as to cover the tip portion 6a. It is a combination. Of course, a female screw is provided on the inner peripheral surface of the rear end of the tip portion 6b. That is, FIG. 11 shows the use of the tip 6b, while FIG. 12 shows the use of the tip 6a with the tip 6b removed. That is, the protruding member 6 is a tip-end selectable member. Note that in this example as well, FIG.
The collar 6c is attached to the external thread exposed when the tip 6a of the
Are screwed together. This prevents external damage to the male screw portion. When the tip portion 6a is used, the male screw portion is also penetrated into the soil, and the male screw portion is worn and / or damaged. The purpose of avoiding this is to install the collar 6c. Reference numeral 6d is a locking hole of a hand tool (a hook spanner) for screwing the tip portion 6b and the collar 6c.
Of course, instead of screwing, this may also be a pin connection system by a pin withdrawal system. In this way, similarly to the above, the passenger does not have to pay attention to protection against damage to the male screw, etc., and the painful work can be reduced.

【0028】尚、図9及び図11の各形式の突出部材6
は、上記においては「先端部選択式」と銘々したが、こ
の銘々には次の2つの意味がある。第1は、図9の形式
内で、又は図11の形式内でただ単純に先端部6a又は
先端部6bを択一使用するか否かという意味である。第
2は、対岩盤作業が多い例機では図9の形式自体の採用
が先端部の交換頻度や先端部間のサイズ関係等により作
業能率上好ましく、他方、対土作業が多い例機では図1
1の形式自体の採用が作業能率上好ましい事実から、対
地山状態に応じて、図9及び図11の形式の一ずれかに
択一するか否かという意味である。
The protruding member 6 of each type shown in FIGS. 9 and 11 is used.
In the above description, the term "tip selection type" is used, but each type has the following two meanings. The first is whether or not the tip 6a or tip 6b is simply used in the form of FIG. 9 or the form of FIG. Secondly, it is preferable to use the type itself shown in Fig. 9 for the example machine with a lot of work against bedrock in terms of work efficiency due to the frequency of tip exchange and the size relationship between the tips. 1
From the fact that the adoption of the type 1 itself is preferable in terms of work efficiency, it means whether or not to select one of the types of FIGS. 9 and 11 according to the ground-to-ground condition.

【0029】尚、上記第1実施例は、作業床4に突出部
材6を設けた例であるが、図13に示す第2実施例は、
ブーム3と作業床4との接合部回りに接合部中心回りに
旋回自在な旋回部材7を設け、この旋回部材7に2つ突
出部材6を設けたものである。詳しくは次の通り。
The first embodiment described above is an example in which the projecting member 6 is provided on the work floor 4, but the second embodiment shown in FIG.
A swivel member 7 which is swivelable around the joint between the boom 3 and the work floor 4 is provided around the joint center, and two projecting members 6 are provided on the swivel member 7. Details are as follows.

【0030】図14は、図13のZ−Z視図である。旋
回部材7は、作業床4の旋回機構のぶーむ3側外周に軸
受71の内輪を外嵌固定し、外輪に片持ち支持させた二
股形状の部材である。従って、旋回部材7は、作業床4
の旋回に係りなく、作業床4での垂直軸Po回りに自由
旋回することとなる。つまり、作業床4や上部旋回体2
での各モータを用いての制御旋回ではなく、単に軸受7
bで支持された無拘束状態での旋回を行う。
FIG. 14 is a ZZ view of FIG. The revolving member 7 is a bifurcated member in which the inner ring of the bearing 71 is externally fitted and fixed on the outer periphery of the work floor 4 on the side where the revolving mechanism is on the side of the bobbin 3 and is cantilevered by the outer ring. Therefore, the swiveling member 7 is provided on the work floor 4
Regardless of the turning of the vehicle, the vehicle freely turns around the vertical axis Po on the work floor 4. That is, the work floor 4 and the upper swing body 2
It is not the control swing using each motor in
The unrestricted turning supported by b is performed.

【0031】旋回部材7の両脚上には、それぞれの先端
部位に突出部材6の突出移動を案内する案内筒72を固
設してある。両案内筒72の後方には伸縮シリンダ73
を配置してある。伸縮シリンダ73は、油圧シリンダで
あるがその伸縮量は搭乗者の操作によって自在制御され
る。
Guide cylinders 72 for guiding the projecting movement of the projecting member 6 are fixedly provided on the respective legs of the swiveling member 7 at their respective tip portions. A telescopic cylinder 73 is provided behind both guide cylinders 72.
Has been placed. The expansion / contraction cylinder 73 is a hydraulic cylinder, but the expansion / contraction amount thereof is freely controlled by the operation of the passenger.

【0032】第2実施例の作用効果を図15、図16を
参照して説明する。図15は第2実施例の作用効果を示
し、図16は比較用として上記第1実施例の作用効果を
示すものである。そこで、図15、図16は比較条件を
互いに同じとするために、それぞれ、ブーム3の作業床
4に対する相対角を互いに同一とすると共に、作業床4
の地山5に対する相対角もまた互いに同一として突出部
材6の先端部6bを地山6に当接させたものである。
尚、突出部材6は、搭乗者が上部旋回体2の旋回と、ブ
ーム3の起伏及び伸縮と、作業床4の旋回及び起伏とに
よって作業床4を所定の位置及び姿勢に決めた後、油圧
シリンダ73を伸長させ、その突出部材6の先端部が地
山5に押し付けたものである。押し付けは、両突出部材
6の地山5への押し付け力が略同一となる状態で完了し
ている。押し付け力は、油圧で把握してもよく、また代
替え値なる「突出長さ」で搭乗者が経験的に決めてもよ
い。この押し付け完了後、搭乗者は、作業床4に搭載し
た作業器具によって地山5に対して作業を行う。尚、以
下の説明では「押し付け力」を「実際押し付け力F1、
F2」と「有効押し付け力Fo」とに分ける。尚、有効
押し付け力Foは地山斜面Sに対して垂直方向の作用力
である(この反力がいわゆる「抗力」である)。また
「斜面S」とは、図15、図16に示す通り、両突出部
材6の先端部の地山5への両当接点間を結んだ線であ
る。
The operation and effect of the second embodiment will be described with reference to FIGS. FIG. 15 shows the effect of the second embodiment, and FIG. 16 shows the effect of the first embodiment for comparison. Therefore, in FIG. 15 and FIG. 16, in order to make the comparison conditions the same, the relative angles of the boom 3 to the work floor 4 are made the same, and the work floor 4 is made the same.
The relative angles with respect to the natural ground 5 are also the same, and the tip end portion 6b of the protruding member 6 is brought into contact with the natural ground 6.
Note that the projecting member 6 has a hydraulic pressure after the occupant determines a predetermined position and posture of the work floor 4 by turning the upper swing body 2, raising and retracting the boom 3, and turning and raising and lowering the work floor 4. The cylinder 73 is extended and the tip of the protruding member 6 is pressed against the natural ground 5. The pressing is completed in a state where the pressing force of both projecting members 6 against the natural ground 5 is substantially the same. The pressing force may be grasped by hydraulic pressure, or the occupant may empirically determine the "projection length" which is an alternative value. After this pressing is completed, the passenger works on the natural ground 5 by using the work implement mounted on the work floor 4. In the following description, "pressing force" is referred to as "actual pressing force F1,
It is divided into “F2” and “effective pressing force Fo”. The effective pressing force Fo is a force acting in a direction perpendicular to the ground slope S (this reaction force is a so-called "reaction force"). Further, the “slope S” is a line connecting between the contact points of the tip ends of the projecting members 6 with the ground 5, as shown in FIGS. 15 and 16.

【0033】即ち第2実施例によれば、図15に示す通
り、旋回部材7が軸受71を介して垂直軸Po回りに自
由旋回するために、突出部材6の実際押し付け力F1は
斜面Sに対して垂直方向の作用線S1上で生じ、またこ
の作用線S1は垂直軸Poを通ることとなる。即ち、実
際押し付け力F1はそのまま有効押し付け力Foとなっ
て、図示P1点ではなく垂直軸Poに生じることとな
り、全く無駄がない(F1=Fo)。また、両突出部材
6を地山5を押し付けたまま、搭乗者は作業床4を自在
旋回制御できるために作業能率が向上する。
That is, according to the second embodiment, as shown in FIG. 15, since the swivel member 7 freely swivels around the vertical axis Po via the bearing 71, the actual pressing force F1 of the projecting member 6 is applied to the slope S. In contrast, it occurs on the vertical action line S1, and this action line S1 passes through the vertical axis Po. That is, the actual pressing force F1 becomes the effective pressing force Fo as it is and is generated not on the point P1 in the drawing but on the vertical axis Po, and there is no waste (F1 = Fo). Further, since the occupant can freely control the turning of the work floor 4 while pressing both the protruding members 6 against the natural ground 5, the work efficiency is improved.

【0034】これに対し、第1実施例なる図16では、
作業床4がブーム3に対し一体化して一種の剛体となる
ために、突出部材6の実際押し付け力F2は図示作用線
S2上に生じ、その作用点は第2実施例のような垂直軸
Poではなく、作用線S2上の図示P2点で生ずる。ま
たこの場合、実際押し付け力F2は斜面Sに対して平行
な分力F21と、垂直な分力F22とに分解できるが、
垂直分力F22が有効押し付け力Foとなる(F22=
Fo)。ここに、「F2>F22」であるから「F2>
Fo」となる。つまり、「F1=Fo」なる第2実施例
によれば、「F2>Fo」なる第1実施例と比較して、
小さな実際押し付け力(F1<F2)でよいこととな
り、その分、ブーム3等で反力負荷を軽減できる。ま
た、当然ながら、第1実施例は、第2実施例のように両
突出部材6を地山5を押し付けたまま搭乗者が作業床4
を自在旋回制御できるという利点もない。
On the other hand, in FIG. 16 showing the first embodiment,
Since the work floor 4 is integrated with the boom 3 to form a kind of rigid body, the actual pressing force F2 of the projecting member 6 is generated on the illustrated action line S2, and its action point is the vertical axis Po as in the second embodiment. Instead, it occurs at the point P2 shown on the action line S2. Further, in this case, the actual pressing force F2 can be decomposed into a component force F21 parallel to the slope S and a component force F22 perpendicular to the slope S,
The vertical component force F22 becomes the effective pressing force Fo (F22 =
Fo). Here, since "F2>F22","F2>
Fo ”. That is, according to the second embodiment of “F1 = Fo”, as compared with the first embodiment of “F2> Fo”,
A small actual pressing force (F1 <F2) will suffice, and the reaction load on the boom 3 can be reduced accordingly. In addition, as a matter of course, in the first embodiment, as in the second embodiment, the occupant does not need to press the both protruding members 6 against the natural ground 5 while the passenger is working on the work floor
There is also no advantage that the swivel control can be performed freely.

【0035】参考ながら、上記第1、第2実施例比較を
モーメントで見てみる。作業時には、幾度か述べた通
り、風力、並びに、作業器具の振動及び作業力等によっ
て押し付け力が変化するが、この変化はブーム3での片
持ち負荷を増減させてしまう。仮に図15、図16にお
いて、前記変化に基づく「ブーム3の戻し揺れ及び捩じ
れ」が生じたとする。これを、図示する「戻し力F3」
に基くものとする。ここに、図16に示す第1実施例の
腕長さL1は、図15に示す第2実施例の腕長さL2よ
りもΔL(=L2−L1)だけ短い。そのために、第1
実施例は第2実施例よりも小さなモーメントで済むこと
になる。つまり、同じ戻し力F3が負荷された場合、第
1実施例は第2実施例よりもモーメントが大きく、その
分、ブーム3での片持ち負荷が大ききこととなる。換言
すれば、第2実施例は第1実施例よりもモーメントが小
さく、その分、ブーム3での片持ち負荷が小さくなる。
For reference, let us look at the comparison between the first and second embodiments in terms of moment. During the work, as described several times, the pressing force changes due to the wind force, the vibration of the work implement and the work force, and this change causes the cantilever load on the boom 3 to increase or decrease. It is assumed that, in FIGS. 15 and 16, “the return swing and twist of the boom 3” have occurred based on the change. This is the "return force F3" shown.
Based on. Here, the arm length L1 of the first embodiment shown in FIG. 16 is shorter than the arm length L2 of the second embodiment shown in FIG. 15 by ΔL (= L2-L1). Therefore, the first
The embodiment requires a smaller moment than the second embodiment. That is, when the same returning force F3 is applied, the moment in the first embodiment is larger than that in the second embodiment, and the cantilever load on the boom 3 is correspondingly larger. In other words, the second embodiment has a smaller moment than the first embodiment, and the cantilever load on the boom 3 is correspondingly smaller.

【0036】尚、上記各実施例では、作業床4をブーム
先端に設けた例機について説明したが、作業床4をブー
ム先端から起伏自在に張り出したジブ先端に着脱自在に
取り付けたものでも上記各実施例とほぼ同様の作用効果
が得られる。従って、本発明では、ブームとジブとを区
別せず、ジブをブームに含めるものとする(前記「特許
請求の範囲」においても同じ扱いとする)。
In each of the above-mentioned embodiments, an example machine in which the work floor 4 is provided at the tip of the boom has been described, but the work floor 4 may be detachably attached to the tip of the jib projecting from the boom tip. Almost the same operational effects as those of the respective embodiments can be obtained. Therefore, in the present invention, the boom and the jib are not distinguished from each other, and the jib is included in the boom (the same is applied to the "claims").

【0037】また、上記各実施例では、作業床4をブー
ム3の先端回りに起伏かつ旋回制御自在としたが、起伏
制御及び旋回制御のいずれか一方及び両方のない作業床
を備えた高所作業車に対しても適用できる。
Further, in each of the above-mentioned embodiments, the work floor 4 is capable of controlling the hoisting and turning around the tip of the boom 3, but it is possible to control the hoisting control and / or the turning control. It can also be applied to work vehicles.

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

【図1】第1実施例に係る楔状突出部材を備えた作業床
の部分側面図である。
FIG. 1 is a partial side view of a work floor including a wedge-shaped protruding member according to a first embodiment.

【図2】第1実施例に係る弾性部材付き突出部材を備え
た作業床の部分側面図である。
FIG. 2 is a partial side view of a work floor including a projecting member with an elastic member according to the first embodiment.

【図3】図2の平面図である。FIG. 3 is a plan view of FIG.

【図4】伸縮機構付き突出部材の第1例なる突出部材の
部分断面平面図である。
FIG. 4 is a partial cross-sectional plan view of a protrusion member that is a first example of the protrusion member with a telescopic mechanism.

【図5】伸縮機構付き突出部材の第2例なる突出部材の
部分断面平面図である。
FIG. 5 is a partial cross-sectional plan view of a protrusion member that is a second example of the protrusion member with a telescopic mechanism.

【図6】伸縮機構付き突出部材の第3例なる突出部材の
部分断面平面図である。
FIG. 6 is a partial cross-sectional plan view of a protrusion member that is a third example of the protrusion member with a telescopic mechanism.

【図7】伸縮機構付き突出部材の第4例なる突出部材の
部分断面平面図である。
FIG. 7 is a partial cross-sectional plan view of a protrusion member that is a fourth example of the protrusion member with a telescopic mechanism.

【図8】先端部交換式の突出部材の説明図である。FIG. 8 is an explanatory diagram of a protruding member with a replaceable tip portion.

【図9】先端部選択式の突出部材の一例の説明図であ
る。
FIG. 9 is an explanatory diagram of an example of a tip-end selectable protruding member.

【図10】図9の楔状先端部を取り外した図である。FIG. 10 is a view with the wedge-shaped tip end portion of FIG. 9 removed.

【図11】先端部選択式の突出部材の他例の説明図であ
る。
FIG. 11 is an explanatory diagram of another example of the tip-end selectable protruding member.

【図12】図11の弾性部材付き先端部を取り外した図
である。
FIG. 12 is a view in which the tip end portion with the elastic member of FIG. 11 is removed.

【図13】第2実施例の側面図である。FIG. 13 is a side view of the second embodiment.

【図14】図13のZ−Z視図である。FIG. 14 is a ZZ view of FIG. 13.

【図15】第2実施例の作用効果を示す図である。FIG. 15 is a diagram showing a function and effect of the second embodiment.

【図16】第1実施例の作用効果を示す図である。FIG. 16 is a diagram showing a function and effect of the first embodiment.

【図17】従来の高所作業車の側面図である。FIG. 17 is a side view of a conventional aerial work vehicle.

【図18】図17のX部拡大図である。FIG. 18 is an enlarged view of part X in FIG.

【符号の説明】[Explanation of symbols]

1:下部走行体、2:上部旋回体、3:ブーム、4:作
業床、5:地山(既設部材を含む)、6:突出部材、6
a、6b:先端部、7:旋回部材、Po:接合部中心。
1: Lower traveling body, 2: Upper swing body, 3: Boom, 4: Work floor, 5: Ground (including existing members), 6: Projecting member, 6
a, 6b: tip part, 7: turning member, Po: center of joint part.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 下部走行体(1)と、下部走行体(1)上に旋
回自在に設けた上部旋回体(2)と、上部旋回体(2)上に起
伏自在かつ伸縮自在に設けたブーム(3)と、ブーム先端
に設けた作業床(4)とを有する高所作業車において、作
業床回りの地山(5)に先端部を当接可能とされた突出部
材(6)を少なくとも2つ前記作業床(4)に設けたことを特
徴とする高所作業車。
1. A lower traveling body (1), an upper revolving body (2) rotatably provided on the lower traveling body (1), and an undulating and extendable structure provided on the upper revolving body (2). In an aerial work vehicle having a boom (3) and a work floor (4) provided at the tip of the boom, a projecting member (6) capable of abutting the tip portion on the ground (5) around the work floor is provided. At least two aerial work vehicles provided on the work floor (4).
【請求項2】 下部走行体(1)と、下部走行体(1)上に旋
回自在に設けた上部旋回体(2)と、上部旋回体(2)上に起
伏自在かつ伸縮自在に設けたブーム(3)と、ブーム先端
に設けた作業床(4)とを有する高所作業車において、ブ
ーム(3)と作業床(4)との接合部回りに接合部中心(Po)回
りに旋回自在な旋回部材(7)を設けると共に、作業床回
りの地山(5)に先端部を当接可能とされた突出部材(6)を
少なくとも2つ前記旋回部材(7)に設けたことを特徴と
する高所作業車。
2. A lower traveling body (1), an upper revolving body (2) provided on the lower traveling body (1) so as to be rotatable, and an undulating and extendable structure provided on the upper revolving body (2). In an aerial work vehicle having a boom (3) and a work floor (4) provided at the boom tip, turn around the joint center (Po) around the joint between the boom (3) and the work floor (4) In addition to providing a free swivel member (7), at least two projecting members (6) whose tip can be brought into contact with the natural ground (5) around the work floor are provided in the swivel member (7). A featured aerial work vehicle.
【請求項3】 前記突出部材(6)は、伸縮自在とされて
いることを特徴とする請求項1又は2記載の高所作業
車。
3. The aerial work vehicle according to claim 1, wherein the projecting member (6) is expandable and contractible.
【請求項4】 前記突出部材(6)の先端部は、地山(5)に
貫入可能に成形されていることを特徴とする請求項1、
2又は3記載の高所作業車。
4. The tip portion of the protruding member (6) is formed so as to be capable of penetrating the natural ground (5).
The aerial work vehicle described in 2 or 3.
【請求項5】 前記突出部材(6)の先端部は、弾性部材
で構成されていることを特徴とする請求項1、2又は3
記載の高所作業車。
5. The tip portion of the projecting member (6) is made of an elastic member.
The aerial work vehicle described.
【請求項6】 前記突出部材(6)は、地山(5)に貫入可能
に成形された第1先端部(6a)と、弾性部材で構成された
第2先端部(6b)とを交互に交換自在とされていることを
特徴とする請求項1、2又は3記載の高所作業車。
6. The projecting member (6) alternates between a first tip portion (6a) formed so as to be capable of penetrating the natural ground (5) and a second tip portion (6b) formed of an elastic member. The aerial work vehicle according to claim 1, 2 or 3, wherein the aerial work vehicle is replaceable.
【請求項7】 前記突出部材(6)は、地山(5)に貫入可能
に成形された第1先端部(6a)と、弾性部材で構成された
第2先端部(6b)とのいずれか一方を一体的に固設され、
他方を着脱自在とされていることを特徴とする請求項
1、2又は3記載の高所作業車。
7. The protruding member (6) is either a first tip portion (6a) formed so as to be capable of penetrating the natural ground (5) or a second tip portion (6b) formed of an elastic member. One of them is integrally fixed,
The aerial work vehicle according to claim 1, 2 or 3, wherein the other is detachable.
JP2001229789A 2001-07-30 2001-07-30 Vehicle for high lift work Pending JP2003040586A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001229789A JP2003040586A (en) 2001-07-30 2001-07-30 Vehicle for high lift work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001229789A JP2003040586A (en) 2001-07-30 2001-07-30 Vehicle for high lift work

Publications (1)

Publication Number Publication Date
JP2003040586A true JP2003040586A (en) 2003-02-13

Family

ID=19062088

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001229789A Pending JP2003040586A (en) 2001-07-30 2001-07-30 Vehicle for high lift work

Country Status (1)

Country Link
JP (1) JP2003040586A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016199354A (en) * 2015-04-10 2016-12-01 首都高技術株式会社 Worker protection tool
CN114314461A (en) * 2022-01-13 2022-04-12 合肥亚美科技有限责任公司 Self-propelled straight arm high altitude platform of self-driving formula

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016199354A (en) * 2015-04-10 2016-12-01 首都高技術株式会社 Worker protection tool
CN114314461A (en) * 2022-01-13 2022-04-12 合肥亚美科技有限责任公司 Self-propelled straight arm high altitude platform of self-driving formula

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