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JP3209849B2 - General-purpose and multi-functional civil engineering construction and excavation work machine drive machine - Google Patents
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JP3209849B2 - General-purpose and multi-functional civil engineering construction and excavation work machine drive machine - Google Patents

General-purpose and multi-functional civil engineering construction and excavation work machine drive machine

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Publication number
JP3209849B2
JP3209849B2 JP00739994A JP739994A JP3209849B2 JP 3209849 B2 JP3209849 B2 JP 3209849B2 JP 00739994 A JP00739994 A JP 00739994A JP 739994 A JP739994 A JP 739994A JP 3209849 B2 JP3209849 B2 JP 3209849B2
Authority
JP
Japan
Prior art keywords
machine
civil engineering
wide
lower opening
sprocket
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 - Lifetime
Application number
JP00739994A
Other languages
Japanese (ja)
Other versions
JPH07216891A (en
Inventor
房夫 坂野
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP00739994A priority Critical patent/JP3209849B2/en
Publication of JPH07216891A publication Critical patent/JPH07216891A/en
Application granted granted Critical
Publication of JP3209849B2 publication Critical patent/JP3209849B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、近接線位置に土留め壁
を構築するに使用される汎用・多機能型の土木建設・掘
削作業機械の駆動マシンに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a general-purpose and multi-function driving machine for a civil construction and excavation work machine used for constructing an earth retaining wall at a position close to a line.

【0002】[0002]

【従来の技術】従来、境界より700mm内近接位置に土
留め壁を構築する土木建設・掘削作業機械又は工法等に
関して本出願人が多数の権利(仮保護の権利)を取得し
ている。先ず、土木建設・掘削作業機械としては、例え
ば、(1)特開平2−164919号の近接線位置に連
結壁及び接続壁を構築するための掘削穴を形造る掘削作
業機械、(2)実開平2−139940号の接続壁、連
結壁、重畳壁等各種壁を構築するに使用する掘削撹拌機
と、この掘削撹拌機で構築される型鋼材入りソイルセメ
ントの各種壁並びに型鋼材、等がある。又は工法として
は、例えば、(3)特公平1−8140号の連続式土留
め壁を構築する接続式壁工法、(4)特公平3−493
24号の境界線又は隣接する建物いっぱいに間欠方式で
壁を構築する連続式土留め工法、等がある。また置き去
り式壁としては、(5)特開平3−77887号の爪付
箆型バケットを備えた掘削装置本体を介して置き去り式
に擁壁を設置する設置装置、(4)実開平3−5281
6号の掘削排土機械を兼ねる接続壁用の壁片の構造、等
がある。
2. Description of the Related Art Heretofore, the present applicant has acquired a number of rights (rights of provisional protection) for civil engineering construction / excavation work machines or construction methods for constructing earth retaining walls within 700 mm from a boundary. First, as a civil engineering construction and excavation work machine, for example, (1) an excavation work machine for forming an excavation hole for constructing a connecting wall and a connecting wall at a proximity line position of Japanese Patent Application Laid-Open No. 2-164919; Excavating agitator used for constructing various walls such as connecting wall, connecting wall, superimposed wall of Kaihei 2-139940, and various types of soil cement containing mold steel material and mold steel material constructed with the excavating agitator. is there. Or, as the construction method, for example, (3) a connection type wall construction method for constructing a continuous retaining wall of Japanese Patent Publication No. 1-8140, and
There is a continuous earth retaining method in which walls are built intermittently on the boundary line of No. 24 or the entire adjacent building. Examples of the abandoned wall include: (5) an installation device for installing a retaining wall in an abandoned manner via an excavator body provided with a spatula type bucket with claws disclosed in JP-A-3-77887;
The structure of the wall piece for the connection wall which also serves as the excavating and unloading machine of No. 6 and the like.

【0003】[0003]

【発明が解決しようとする課題】以上で説明した掘削作
業機械又は掘削撹拌機械(以下、土木建設・掘削作業機
械とする。)は、上部の駆動マシン及び下部の掘削ケー
シング(掘削ケーシングには、通常の掘削ケーシングの
他、例えば、鋼製“鋼板製、PC板製、木製、廃プラス
チック製等を含む。”の置き去り式土留め壁、即ち、置
き去り式壁となる掘削置き去り式ケーシングも含む。)
とは、着脱自在に構成されており、当該駆動マシンには
掘削ケーシングが、取付け又は取外し自由に設けられる
構造となっている(例えば、実公平4−21862号参
照)。勿論、前記置き去り式壁では必須要件である。
The above-described excavating work machine or excavating and stirring machine (hereinafter referred to as civil engineering construction / excavating work machine) includes an upper driving machine and a lower excavating casing (the excavating casing includes: In addition to the usual excavated casing, the excavated cast-away casing, which becomes a cast-away retaining wall made of steel “including steel plate, PC board, wood, waste plastic, etc.”, that is, a cast-away wall, is also included. )
Is configured to be detachable, and the drive machine has a structure in which an excavating casing is freely attached or detached (for example, see Japanese Utility Model Publication No. 4-21862). Of course, this is an essential requirement for the abandoned wall.

【0004】そして、前述した土木建設・掘削作業機械
(土木建設・掘削作業機械の掘削ケーシングも同様であ
る。)は、機械自体の寸法(主として、機械の厚み又は
幅を云う。)に大小を設けある。その理由は、建築現場
又は境界施行寸法、或いは土圧抵抗等を考慮して、前記
大小の土木建設・掘削作業機械を選択使用することが主
たる理由である。
[0004] The above-mentioned civil construction and excavation work machine (the same applies to the excavation casing of the civil construction and excavation work machine) has a size smaller than the size of the machine itself (mainly, the thickness or width of the machine). There is. The main reason is to select and use the large and small civil engineering construction and excavation work machines in consideration of the construction site, boundary enforcement dimensions, earth pressure resistance, and the like.

【0005】処が前述した土木建設・掘削作業機械の寸
法は、各機械で固定されているがため、例えば、土木建
設・掘削作業機械を選択使用する場合には、各寸法の土
木建設・掘削作業機械をそれぞれ用意しなければならな
い。それがため、不合理であること、能率が悪いこと、
土木建設・掘削作業機械の利用度が低下すること、等の
課題が考えられる。更に数台の土木建設・掘削作業機械
をいちいち操作かつ作動させることは、大変煩雑かつ非
能率であり、また作業性が悪いこと、等の課題がある。
The dimensions of the civil engineering / excavation work machines mentioned above are fixed by each machine. For example, when the civil engineering / excavation work machines are selectively used, the civil engineering construction / excavation work of each dimension is selected. Each work machine must be prepared. Because of that, it is irrational, inefficient,
Issues such as a decrease in the use of civil engineering and excavating work machines are conceivable. Further, it is very complicated and inefficient to operate and operate several civil engineering and excavation work machines one by one, and there are problems such as poor workability.

【0006】一方、建築現場又は境界施行寸法に対応し
て、土留め壁を構築しない場合は、強度及び土圧抵抗の
低下、漏水・土砂の流入、並びに土留め壁の崩壊又は隣
地崩壊、又は隣地構造物の傾斜等の由々しき課題が考え
られる。
[0006] On the other hand, when the earth retaining wall is not constructed corresponding to the construction site or the boundary enforcement dimensions, the strength and earth pressure resistance are reduced, water leakage and earth and sand flow, and the earth retaining wall collapses or the adjacent land collapses, or A serious problem such as the inclination of the adjacent structure is conceivable.

【0007】[0007]

【課題を解決するための手段】上記に鑑み、本発明は、
土木建設・掘削作業機械の寸法を一定の範囲内(例え
ば、土留め壁の厚みを、100mm〜1000mm。また土
留め壁の幅を、1000mm〜3000mm。土留め壁の地
中深さを、5000mm〜60000mm。)で、簡易かつ
確実に変更できること、又はこの変更を利用して、土木
建設・掘削作業機械を、極めて効率的かつ合理的に利用
すること、強度的に優れかつ漏水等の皆無な土留め壁を
構築すること、隣地及び隣地構造物等に対する各種弊害
を無くすこと、等を図るために、下記の構成を採用し
た。
SUMMARY OF THE INVENTION In view of the above, the present invention provides
The dimensions of the civil engineering construction and excavation work machine are within a certain range (for example, the thickness of the retaining wall is 100 mm to 1000 mm. The width of the retaining wall is 1000 mm to 3000 mm. The underground depth of the retaining wall is 5000 mm. 6060,000 mm.), It can be easily and reliably changed, or by using this change, the civil engineering construction and excavation work machine can be used extremely efficiently and rationally, the strength is excellent, and there is no leakage. The following configuration was adopted in order to construct a retaining wall, eliminate various adverse effects on the adjacent land and adjacent structures, and the like.

【0008】即ち、本発明の汎用・多機能型の土木建設
・掘削作業機械の駆動マシンは、二枚の側板、及び当該
側板で構成される偏平隙間の中央部位に設け、かつ前記
側板に設けた駆動装置で回転するスプロケット・同偏平
隙間の下方開口部位に設け、かつ当該下方開口部位より
突出する対のチャツキング用のロック部を備えた土木建
設・掘削作業機械の駆動マシンであって、当該駆動マシ
ンの偏平隙間の下方開口部位に基部を設け、かつチェー
ンガイドをその外側上部周辺に設けるとともに、当該下
方開口部位より突出する脚部を備えた対の連結脚と、当
該連結脚と前記スプロケットとの間に設け、かつ細幅用
当駒又は広幅用連結脚を自由に挿脱できる当該細幅用当
駒又は広幅用連結脚挿脱用の隙間と、当該隙間に必要時
に挿入される前記細幅用当駒、又は連結部が挿入されか
つ前記下方開口部位より突出する脚部を備えた前記広幅
用連結脚と、で構成される。
[0008] That is, the drive machine of the general-purpose and multi-functional civil construction and excavation work machine of the present invention is provided at two centrally located side plates and a flat gap formed by the side plates, and is provided at the side plates. A sprocket rotating with a driving device provided at a lower opening portion of the same flat gap, and a driving machine of a civil engineering construction and excavation work machine provided with a pair of locking portions for chucking projecting from the lower opening portion, A pair of connecting legs provided with a base at a lower opening portion of the flat gap of the driving machine, a chain guide provided around an outer upper portion thereof, and legs protruding from the lower opening portion; and a pair of the connecting legs and the sprocket. And a gap for inserting / removing the narrow-width abutment or the wide connecting leg, which allows the narrow-width abutment or the wide-width connecting leg to be freely inserted and removed, and And those pieces, or the wide for connection legs connecting portion is provided with a leg projecting from being inserted and the lower opening portion for width, in constructed.

【0009】[0009]

【作用】次に本発明の作用を説明する。先ず、細幅(小
型で、図2において図面上で左右方向の幅を云う。但
し、同図の図面上で奥行き方向、即ち、肉厚寸法は限定
されない。)の土木建設・掘削作業機械の駆動マシンを
構成する場合は、側板(側板は、鉄鈑、鋼鈑、PC板等
でもよい。以下、同じ)の一方側を取外した後、スプロ
ケットと対の連結脚との間に形成されるそれぞれ隙間に
細幅用当駒を設ける。尚、当該各細幅用当駒にはチェー
ンガイドが設けられており、当該チェーンガイドは対の
連結脚の外周辺部に設けたチェーンガイドと整合され、
この両チェーンガイド中を爪付へら型両曲面金具を多数
有するチェーンが走行し、当該チェーンの走行は前記ス
プロケットが担う。以上のようにして、各細幅用当駒を
設けた後、前記取外された一方側の側板を取付けると、
当該細幅の土木建設・掘削作業機械の駆動マシンが構成
される。
Next, the operation of the present invention will be described. First of all, a narrow width (the width in the horizontal direction on the drawing in FIG. 2 is small, but the depth direction, that is, the wall thickness dimension is not limited in the drawing of FIG. 2) of the civil engineering construction and excavation work machine. In the case of configuring a driving machine, after removing one side of a side plate (a side plate may be an iron plate, a steel plate, a PC plate, etc .; the same applies hereinafter), it is formed between a sprocket and a pair of connecting legs. A narrow width piece is provided in each gap. Note that a chain guide is provided on each of the narrow width links, and the chain guide is aligned with a chain guide provided on the outer periphery of the pair of connecting legs.
A chain having a large number of spatula-shaped double-faced metal fittings travels in the two chain guides, and the traveling of the chain is performed by the sprocket. As described above, after each narrow width piece is provided, when the removed one side plate is attached,
A drive machine for the narrow-width civil engineering / excavation work machine is configured.

【0010】この駆動マシンには掘削ケーシングが取付
けられる(装着させる。)。即ち、クレーン(重機)に
吊架された駆動マシンの連結脚の脚部(以下、単に脚部
とする。)を、図3に示す置き去り式壁となる掘削置き
去りケーシングの鋼板隙間に挿設するとともに、当該駆
動マシンに設けたロック部に、掘削置き去りケーシング
に設けた連結用リブ板(連結用部材でもよい。)が自動
挿入され、かつロック部と連結用リブ板とが自動ロック
され、吊架された駆動マシンに掘削置き去り式ケーシン
グが一体化(装着)される。そして、チェーンを連結し
た後、油圧モーターの駆動によりスプロケットを回転す
るとともに、当該チェーンを正逆転方向に走行させ、当
該チェーンに設けた爪付へら型両曲面金具を介して、地
中を順次掘進させる。そして、当該掘削置き去り式ケー
シングが地中の所定位置に達した段階で、前記ロック部
と連結用リブ板のロックを解除するとともに、チェーン
の連結を解除し、駆動マシン及びチェーンを吊上げる。
これにより掘削置き去り式ケーシングは地中に置き去り
にされ、いわゆる置き去り式壁となる。尚、図示しない
が掘削ケーシングの場合もほぼ同様に着脱されるが、当
該掘削ケーシングの場合は、爪付へら型両曲面金具(爪
付すき型掘削撹拌金具)を介して、地中の土砂を掘削し
ていき、その一部を排土しながら、地中の所定位置に達
した段階で、当該掘削ケーシングを引き上げながら生コ
ンクリートを圧入して、土留め壁を順次構築するか、又
はセメントミルク等の壁構成部材を圧入し、掘削土砂と
の十分な撹拌混練を介して、土留め壁を順次構築してい
き、当該掘削ケーシングを地上に吊上げた段階で、かつ
通常は、鉄筋等の壁補強材を圧入することにより、当該
各種コンクリート製の土留め壁が構築される。
An excavating casing is mounted (mounted) on this drive machine. That is, the legs (hereinafter, simply referred to as legs) of the connecting legs of the driving machine suspended by the crane (heavy machine) are inserted into the gaps between the steel plates of the excavated leaving casing which is a leaving wall shown in FIG. At the same time, the connecting rib plate (or the connecting member) provided on the excavated leaving casing is automatically inserted into the lock portion provided on the driving machine, and the lock portion and the connecting rib plate are automatically locked, and The excavated leaving casing is integrated (attached) to the mounted drive machine. After the chain is connected, the sprocket is rotated by the drive of the hydraulic motor, and the chain is run in the forward / reverse direction. Let it. Then, when the excavated leaving casing reaches a predetermined position in the ground, the lock of the lock portion and the connecting rib plate is released, the connection of the chain is released, and the drive machine and the chain are lifted.
This leaves the excavated abandoned casing underground, forming a so-called abandoned wall. Although not shown, the excavating casing is attached and detached in substantially the same manner, but in the case of the excavating casing, the earth and sand in the ground is removed through a spatula-shaped double-faced metal fitting with a claw (a plow-type excavating and stirring metal fitting with a claw). While digging and removing a part of it, at the stage when it reaches a predetermined position in the ground, press the fresh concrete while pulling up the digging casing and build earth retaining walls in order or construct cement milk The wall components such as are press-fitted, and through sufficient mixing and kneading with the excavated earth and sand, the retaining wall is sequentially constructed, and at the stage where the excavated casing is lifted above the ground, and usually, the wall such as a reinforcing steel is used. By press-fitting the reinforcing material, the various concrete retaining walls are constructed.

【0011】次に、広幅(大型で、図4において図面上
で左右方向の幅を云う。但し、但し、肉厚は限定されな
い。)の土木建設・掘削作業機械の駆動マシンを構成す
る場合は、側板の一方側を取外した後、スプロケットと
対の連結脚(以下、原則として、一方のみで説明す
る。)との間に形成されるそれぞれ隙間に、広幅用連結
脚を設けるが、具体的には、その係止片を連結脚の上端
に架承し、またその山形片を連結脚とスプロケットの隙
間に位置させ、さらにその広幅用脚部を連結脚にボルト
締め、嵌合、組付け等を介して設ける。この操作により
各連結脚及び側板に各広幅用連結脚が取付けられるの
で、前記取外された一方側の側板を取付けることによ
り、広幅の土木建設・掘削作業機械のケーシングが構成
される。尚、図5に示す掘削置き去り式ケーシング、又
は掘削ケーシングの着脱方法、並びに置き去り式壁、又
はコンクリート製(ソイルセメント壁)の土留め壁の構
築方法、等は前述の小型の土木建設・掘削作業機械とほ
ぼ同様である。
Next, in the case of constructing a drive machine for a wide-area civil engineering construction / excavation work machine (large, the width in the left-right direction on the drawing in FIG. 4, but the wall thickness is not limited). After removing one side of the side plate, a wide connecting leg is provided in each gap formed between the sprocket and a pair of connecting legs (hereinafter, in principle, only one of them). , The locking piece is supported on the upper end of the connecting leg, the angled piece is located in the gap between the connecting leg and the sprocket, and the wide leg is bolted to the connecting leg, fitted and assembled. And so on. By this operation, each wide connecting leg is attached to each connecting leg and each side plate. By attaching the removed one side plate, a casing of a wide civil engineering construction / excavation work machine is configured. Note that the excavated leaving casing or the method of attaching and detaching the excavating casing and the method of constructing the leaving wall or concrete (soil cement wall) retaining wall shown in FIG. It is almost the same as a machine.

【0012】[0012]

【実施例】以下、本発明の一実施例を図面を参照として
説明する。1は図示しないクレーンに吊架される土木建
設・掘削作業機械で、当該土木建設・掘削作業機械1
は、上部の駆動マシン2、200と、当該駆動マシン2
に着脱自在に設けられる下部の掘削ケーシング20又は
掘削置き去り式ケーシング30と、爪付へら型両曲面金
具40(爪付すき型掘削撹拌金具を含む)と、爪付へら
型両曲面金具40が装着される前記駆動マシン2、20
0と掘削ケーシング20又は掘削置き去り式ケーシング
30との間に張装される切り離し可能なチェーン50
と、を構成とする。
An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a civil engineering construction / digging work machine suspended by a crane (not shown).
Are the upper drive machines 2 and 200 and the drive machine 2
The lower excavating casing 20 or the excavation leaving type casing 30 which is detachably provided on the lower surface, a spatula-shaped double curved metal fitting 40 with a claw (including a plow-shaped excavating and stirring metal fitting with a claw), and a spatula-shaped double curved metal fitting 40 with a claw are attached. Said drive machine 2, 20
0 and a detachable chain 50 stretched between the excavating casing 20 or the excavated leaving casing 30.
And the configuration.

【0013】そこで、先ず、駆動マシン2、200につ
き説明する。
Therefore, the driving machines 2 and 200 will be described first.

【0014】最初に、図2に示す細幅の土木建設・掘削
作業機械1に採用される細幅の駆動マシン2につき説明
すると、当該細幅(小型)の駆動マシン2は、二枚の細
幅の側板3、3aと、この二枚の細幅の側板3、3a間
に形成された偏平隙間4と、この偏平隙間4の中央部位
4aに設けられたスプロケット5と、当該スプロケット
5を駆動する前記側板3の外面に設けた油圧モーター等
のモーター6(駆動装置)と、前記偏平隙間4の下方開
口部位4bに対で設けられ、かつ当該下方開口部位4b
より突出する対のロック部7、7と、当該対のロック部
7、7を前進後退(図2において、上下方向である。)
させる各シリンダー8、8と、前記下方開口部位4bに
その基部8a、8aが対で設けられ、かつ当該下方開口
部位4bより突出する脚部9b、9bを有する対の連結
脚9、9と、当該連結脚9、9の基部9a、9aの外側
上部周辺に設けられたチェーンガイド10、10と、前
記偏平隙間4で、かつ前記スプロケット5と連結脚9、
9の基部9a、9a間に設けられた隙間11、11に設
けられるチェーンガイド12、12を有する細幅用当駒
13、13と、で構成されている。そして、連結脚9、
9のチェーンガイド10、10と、細幅用等駒13、1
3のチェーンガイド12、12は整合され、当該整合さ
れたチェーンガイド溝Aをチェーン50が走行する構造
となっている。尚、前記側板3、3aは、例えば、図示
しないボルト、緊締バンドなどの緊締具を介して組付
け、離脱できる構成となっており、具体的には、当該細
幅の駆動マシン2を、後述する広幅の駆動マシン200
に変更する場合、逆に広幅の駆動マシン200を、細幅
の駆動マシン2に変更する場合、又は土木建設・掘削作
業機械1の故障等の場合に利用される。
First, the narrow drive machine 2 employed in the narrow civil construction and excavation work machine 1 shown in FIG. 2 will be described. The narrow (small) drive machine 2 is composed of two narrow drive machines. The width side plates 3 and 3a, the flat gap 4 formed between the two narrow side plates 3 and 3a, the sprocket 5 provided in the central portion 4a of the flat gap 4, and the driving of the sprocket 5 A motor 6 (drive device) such as a hydraulic motor provided on the outer surface of the side plate 3 and a lower opening 4b provided in the lower opening 4b of the flat gap 4.
A pair of locking portions 7, 7 that protrude further, and the locking portions 7, 7 of the pair are moved forward and backward (in FIG. 2, the vertical direction).
A pair of connecting legs 9, 9 each having a base 8a, 8a provided in a pair at the lower opening 4b and having legs 9b, 9b protruding from the lower opening 4b; Chain guides 10, 10 provided around the upper outside of the bases 9 a, 9 a of the connecting legs 9, 9, the sprocket 5 and the connecting legs 9 in the flat gap 4,
9, narrow guides 13, 13 having chain guides 12, 12 provided in gaps 11, provided between the bases 9a, 9a. And the connecting leg 9,
9 chain guides 10 and 10 and narrow width equal pieces 13 and 1
The third chain guides 12, 12 are aligned, and the chain 50 runs in the aligned chain guide groove A. The side plates 3 and 3a are configured to be assembled and detached via tightening tools such as bolts and tightening bands (not shown). More specifically, the narrow width driving machine 2 will be described later. Wide driving machine 200
In the case where the width is changed to the width, the conversely, the wide-width drive machine 200 is changed to the narrow-width drive machine 2 or when the civil engineering construction / excavation work machine 1 breaks down.

【0015】そして、当該細幅の土木建設・掘削作業機
械1の細幅の駆動マシン2には、例えば、図3に示す細
幅の掘削置き去り式ケーシング30が取付けられ、この
一例では、図示の寸法関係となっている(全幅をBで示
し、またガイドレールを兼ねる両端H形鋼間の両フラン
ジ端間をCで示し、両端H形鋼間の両壁片間をDで示
す。)。即ち、この掘削置き去り式ケーシング30は適
宜間隔で設けられた四本のH形鋼31、31、31、3
1(以下、原則として31とする。)と、このH形鋼3
1の両フランジ面31a、31aに設けられ、かつ適宜
間隔32をもって設けられた側板33、33aと、従動
側のスプロケット34と、前記四本のH形鋼31の両端
に位置するH形鋼31に設けられたチェーンガイド35
と、また前記四本のH形鋼31の内側に位置するH形鋼
31に設けられた対の連結用リブ板36と、で構成され
ており、前記間隔32でかつほぼ両端に設けたH形鋼3
1の内側に、前記駆動マシン2の各連結脚9が挿入され
る(図3に一点鎖線で示す。)とともに、対の連結用リ
ブ板36は、前記細幅の駆動マシン2の対のロック部7
に挿入かつロックされる構造となっている。
The narrow drive machine 2 of the narrow civil construction and excavation work machine 1 is provided with, for example, a narrow excavated leaving casing 30 shown in FIG. 3. It has a dimensional relationship (the total width is indicated by B, the distance between both flange ends between both H-section steels also serving as guide rails is indicated by C, and the distance between both wall pieces between both end H-sections is indicated by D). That is, the excavated cast-away casing 30 is provided with four H-shaped steel members 31, 31, 31, 3 provided at appropriate intervals.
1 (hereinafter, in principle, 31) and the H-shaped steel 3
1, side plates 33, 33a provided on both flange surfaces 31a, 31a and provided at appropriate intervals 32, a sprocket 34 on the driven side, and H-beams 31 located at both ends of the four H-beams 31. Chain guide 35 provided at
And a pair of connecting rib plates 36 provided on the H-shaped steel 31 located inside the four H-shaped steels 31, and the H provided at the interval 32 and substantially at both ends. Shape steel 3
1, the connecting legs 9 of the driving machine 2 are inserted (shown by dashed lines in FIG. 3), and the pair of connecting rib plates 36 lock the pair of the narrow driving machines 2. Part 7
It is structured to be inserted into and locked in.

【0016】一方、当該細幅の土木建設・掘削作業機械
1の細幅の駆動マシン2には、例えば、図1に示す細幅
の掘削ケーシング2が取付けられ、この細幅の掘削ケー
シング2は適宜間隔で設けられた四本のH形鋼21、2
1、21、21(以下、21とする。)と、このH形鋼
の両フランジ面に設けられ、かつ適宜間隔をもって設け
られた側板22、22aと、従動側のスプロケット23
と、前記四本のH形鋼21の両端に位置するH形鋼に設
けられたチェーンガイド24と、また前記四本のH形鋼
21の内側に位置するH形鋼21に設けられた図示しな
い対の連結用リブ板と、で構成されており、前記間隔で
かつほぼ両端に設けたH形鋼21の内側に、前記細幅の
駆動マシン2の各連結脚9が挿入されるとともに、対の
連結用リブ板は、前記細幅の駆動マシン2の対のロック
部7に挿入かつロックされる構造となっている。
On the other hand, a narrow excavating casing 2 shown in FIG. 1, for example, is attached to the narrow driving machine 2 of the narrow civil engineering construction and excavating work machine 1. Four H-beams 21, 2 provided at appropriate intervals
1, 21 and 21 (hereinafter referred to as 21), side plates 22 and 22a provided on both flange surfaces of the H-shaped steel and provided at appropriate intervals, and a sprocket 23 on the driven side.
A chain guide 24 provided on the H-shaped steel located at both ends of the four H-shaped steels 21; and an illustration provided on the H-shaped steel 21 located inside the four H-shaped steels 21. And the connecting legs 9 of the narrow driving machine 2 are inserted into the inside of H-shaped steel members 21 provided at the intervals and substantially at both ends. The pair of connecting rib plates are configured to be inserted and locked into the pair of lock portions 7 of the narrow driving machine 2.

【0017】次に、図4に示す広幅の土木建設・掘削作
業機械1に採用される駆動マシン200につき説明する
と、当該広幅(小型)の駆動マシン200は、二枚の広
幅の側板210、210aと、この二枚の広幅の側板2
10、210a間に形成された偏平隙間4と、この偏平
隙間4の中央部位4aに設けられたスプロケット500
と、当該スプロケット5を駆動する前記側板210の外
面に設けたモーター600と、前記偏平隙間4の下方開
口部位4bに対で設けられ、かつ当該下方開口部位4b
より突出する対のロック部7、7と、当該対のロック部
7、7を前進後退(図4において、上下方向である。)
させる各シリンダー8、8と、前記下方開口部位4bに
その基部9a、9aが対で設けられ、かつ当該下方開口
部位4bより突出する脚部9b、9bを有する対の連結
脚9、9と、かつ前記スプロケット5と連結脚9、9の
基部9a、9a間に設けられた隙間11、11に設けら
れる山形片900a、900a、及び連結脚9のチェー
ンガイド10に係止される係止片900b、900b、
並びに下方開口部位400bより突出し、かつ前記連結
脚9、9の脚部9b、9bに設けられる広幅用脚部90
0c、900cを有する対の広幅用連結脚900、90
0と、当該広幅用連結脚900、900の外側上部周辺
に設けられたチェーンガイド1000、1000と、で
構成されている。そして、広幅用連結脚900、900
のチェーンガイド1000、1000のチェーンガイド
溝A’をチェーン50が走行する構造となっている。
尚、前記側板210、210aは、例えば、図示しない
ボルト、緊締バンドなどの緊締具を介して組付け、離脱
できる構成となっており、具体的には、当該広幅の駆動
マシン200を、前述の細幅の駆動マシン2に変更する
場合、逆に細幅の駆動マシン2を、広幅の駆動マシン2
00に変更する場合、又は土木建設・掘削作業機械1の
故障等の場合に利用される。
Next, a description will be given of a drive machine 200 used for the wide-width civil engineering construction / excavation work machine 1 shown in FIG. 4. The wide-width (small) drive machine 200 has two wide side plates 210 and 210a. And these two wide side plates 2
10, 210a, and a sprocket 500 provided at a central portion 4a of the flat gap 4
A motor 600 provided on the outer surface of the side plate 210 for driving the sprocket 5; and a lower opening 4b provided in a pair with the lower opening 4b of the flat gap 4.
A pair of locking portions 7, 7 projecting more, and the locking portions 7, 7 of the pair are moved forward and backward (in FIG. 4, the vertical direction).
A pair of connecting legs 9, 9 each having a base 9a, 9a provided in a pair at the lower opening 4b, and having legs 9b, 9b protruding from the lower opening 4b; Also, chevron pieces 900a, 900a provided in gaps 11, 11 provided between the sprocket 5 and the bases 9a, 9a of the connection legs 9, 9, and locking pieces 900b to be locked to the chain guide 10 of the connection leg 9. , 900b,
And a wide leg portion 90 projecting from the lower opening portion 400b and provided on the leg portions 9b of the connecting legs 9, 9.
0c, 900c a pair of wide connecting legs 900, 90
0, and chain guides 1000, 1000 provided around the outer upper portion of the wide connecting legs 900, 900. And the wide connecting legs 900, 900
The chain guide 1000 has a structure in which the chain 50 runs in the chain guide groove A ′ of the chain guide 1000.
The side plates 210 and 210a are configured to be assembled and detached via a fastener such as a bolt or a tightening band (not shown). When changing to the narrow drive machine 2, the narrow drive machine 2 is replaced with the wide drive machine 2.
It is used when changing to 00 or when the civil engineering / digging work machine 1 is out of order.

【0018】そして、当該広幅の土木建設・掘削作業機
械1の広幅の駆動マシン200には、例えば、図5に示
す広幅の掘削置き去り式ケーシング300が取付けら
れ、この一例では、図示の寸法関係となっている(全幅
をBBで示し、またガイドレールを兼ねる両端H形鋼間
の両フランジ端間をCCで示し、両端H形鋼間の両壁片
間をDDで示す。)。即ち、この掘削置き去り式ケーシ
ング300は適宜間隔で設けられた四本のH形鋼31
0、310、310、310(以下、原則として310
とする。)と、このH形鋼310の両フランジ面310
a、310aに設けられ、かつ適宜間隔320をもって
設けられた側板330、330aと、従動側のスプロケ
ット340と、前記四本のH形鋼310の両端に位置す
るH形鋼310に設けられたチェーンガイド350と、
また前記四本のH形鋼310の内側に位置するH形鋼3
10に設けられた対の連結用リブ板360と、で構成さ
れており、前記間隔320でかつほぼ両端に設けたH形
鋼310の内側に、前記広幅の駆動マシン200の各連
結脚900(各連結脚9を併設する。)が挿入される
(図3に一点鎖線で示す。)とともに、対の連結用リブ
板360は、前記広幅の駆動マシン200の対のロック
部7に挿入かつロックされる構造となっている。
The wide driving machine 200 of the wide civil engineering construction and excavating work machine 1 is provided with, for example, a wide excavating leaving casing 300 shown in FIG. 5, and in this example, the dimensional relationship shown in FIG. (The entire width is indicated by BB, the distance between both flange ends between both ends of the H-section steel also serving as a guide rail is indicated by CC, and the distance between both wall sections between both ends of the H-section steel is indicated by DD.) That is, the excavated cast-away casing 300 includes four H-shaped steel members 31 provided at appropriate intervals.
0, 310, 310, 310 (hereinafter, in principle, 310
And ) And both flange surfaces 310 of the H-section steel 310
a, 310a and side plates 330, 330a provided at appropriate intervals 320, a sprocket 340 on the driven side, and a chain provided on the H-beams 310 located at both ends of the four H-beams 310. Guide 350,
Further, the H-shaped steel 3 located inside the four H-shaped steels 310
10 and a pair of connecting rib plates 360 provided on the inner side of the H-shaped steel members 310 provided at the intervals 320 and substantially at both ends. Each connecting leg 9 is attached together.) (Shown by a dashed line in FIG. 3), and the pair of connecting rib plates 360 are inserted into and locked by the pair of locking portions 7 of the wide driving machine 200. It is a structure that is performed.

【0019】一方、当該広幅の土木建設・掘削作業機械
1の広幅の駆動マシン200には、例えば、図1に示す
広幅の掘削ケーシング200が取付けられ、この広幅の
掘削ケーシング200は適宜間隔で設けられた四本のH
形鋼21、21、21、21(以下、21とする。)
と、このH形鋼の両フランジ面に設けられ、かつ適宜間
隔をもって設けられた側板22、22aと、従動側のス
プロケット23と、前記四本のH形鋼21の両端に位置
するH形鋼に設けられたチェーンガイド24と、また前
記四本のH形鋼21の内側に位置するH形鋼21に設け
られた図示しない対の連結用リブ板と、で構成されてお
り、前記間隔でかつほぼ両端に設けたH形鋼21の内側
に、前記広幅の駆動マシン200の各広幅用連結脚90
0(各連結脚9を併設する。)が挿入されるとともに、
対の連結用リブ板は、前記広幅の駆動マシン200の対
のロック部7に挿入かつロックされる構造となってい
る。
On the other hand, for example, a wide excavating casing 200 shown in FIG. 1 is attached to the wide driving machine 200 of the wide civil engineering construction and excavating work machine 1, and the wide excavating casing 200 is provided at appropriate intervals. Four H
Shaped steel 21, 21, 21, 21 (hereinafter, referred to as 21)
And side plates 22, 22a provided on both flange surfaces of the H-shaped steel and provided at appropriate intervals, a sprocket 23 on the driven side, and H-shaped steels located at both ends of the four H-shaped steels 21. , And a pair of connecting rib plates (not shown) provided on the H-shaped steel 21 located inside the four H-shaped steels 21 at the intervals. Each of the wide connecting legs 90 of the wide driving machine 200 is provided inside the H-shaped steel 21 provided substantially at both ends.
0 (the connecting legs 9 are installed side by side)
The pair of connecting rib plates are configured to be inserted and locked into the pair of lock portions 7 of the wide drive machine 200.

【0020】尚、爪付へら型両曲面金具40、切り離し
可能なチェーン50等は、細幅及び広幅の駆動マシン
2、200により、その各種寸法は区々である。
Note that the spatula-shaped double-sided metal fitting 40 with a claw, the detachable chain 50, and the like have various dimensions by the narrow and wide drive machines 2, 200.

【0021】[0021]

【発明の効果】本発明は、土木建設・掘削作業機械の駆
動マシンに細幅用等駒と広幅用連結脚の装着並びに側板
の取替えを介して、その幅及び偏平隙間並びにチェーン
及び爪付へら型両曲面金具等を変更できる構成としたの
で、次のような効果を有する。
According to the present invention, the width and flat clearance, the chain, and the spatula with claws are provided to the driving machine of the civil engineering and digging work machine through the installation of the narrow width equal piece and the wide width connecting leg and the replacement of the side plate. Since the configuration is such that both curved metal fittings can be changed, the following effects can be obtained.

【0022】(1)土留め壁の幅及び肉厚の変更が自由
であり、かつ大幅な変更ができ、例えば、幅は1000
mm〜3000mm、肉厚は100mm〜1000mmの範囲が
可能となる。
(1) The width and thickness of the retaining wall can be freely changed, and can be largely changed. For example, the width is 1000.
mm to 3000 mm, and the thickness can be in the range of 100 mm to 1000 mm.

【0023】(2)土木建設・掘削作業機械、その他機
械の有効かつ合理的な利用が達成され、かつ作業の合理
化、迅速化、簡略化が達成される。また前記各機械の搬
入、移送、配備等にまつわる各種弊害を一掃できる。
(2) Effective and rational use of civil engineering and excavating work machines and other machines is achieved, and work is streamlined, speeded up, and simplified. Further, it is possible to eliminate various adverse effects related to the loading, transfer, deployment, and the like of each machine.

【0024】(3)業者、作業者等の保守管理、運転管
理、安全管理又はこれらの操作・手順等の容易化に寄与
できる。
(3) It is possible to contribute to maintenance management, operation management, safety management, etc. of traders and workers, or simplification of these operations and procedures.

【0025】(4)機械装置の省台化、省力化、有効利
用等に大いに役立つ。
(4) It is very useful for saving the number of machines, labor saving, effective use, and the like.

【0026】(5)土留め壁の構築肉厚寸法又は構築長
さに、臨機応変かつ汎用的に対応できる。またその際に
熟練を要さず、何人も簡易に施工又は構築作業ができ
る。
(5) It is possible to adapt flexibly and versatilely to the construction thickness dimension or construction length of the retaining wall. At that time, any person can easily perform the construction or construction work without any skill.

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

【図1】駆動マシンに掘削ケーシングを取付けた土木建
設・掘削作業機械の全体正面図である。
FIG. 1 is an overall front view of a civil engineering construction / excavation work machine in which an excavation casing is attached to a drive machine.

【図2】細幅の土木建設・掘削作業機械の駆動マシンの
一部欠截の拡大正面図である。
FIG. 2 is an enlarged front view of a partly omitted drive machine of a narrow-width civil engineering and digging work machine.

【図3】細幅の土木建設・掘削作業機械の駆動マシンに
取付ける細幅の掘削置き去り式ケーシングの拡大平面図
である。
FIG. 3 is an enlarged plan view of the narrow excavated leaving casing attached to the drive machine of the narrow civil engineering and digging work machine.

【図4】広幅の土木建設・掘削作業機械の駆動マシンの
一部欠截の拡大正面図である。
FIG. 4 is an enlarged front view of a part of a drive machine of a wide-area civil engineering and digging work machine, which is partially cut away.

【図5】広幅の土木建設・掘削作業機械の駆動マシンに
取付ける広幅の掘削置き去り式ケーシングの拡大平面図
である。
FIG. 5 is an enlarged plan view of a wide excavated leaving casing attached to a drive machine of a wide civil engineering construction / excavation work machine.

【符号の説明】[Explanation of symbols]

1 土木建設・掘削作業機械 2 駆動マシン 3 側板 3a 側板 4 偏平隙間 4a 中央部位 4b 下方開口部位 5 スプロケット 6 モーター 7 ロック部 8 シリンダー 9 連結脚 9a 基部 9b 脚部 10 チェーンガイド 11 隙間 12 チェーンガイド 13 細幅用当駒 200 駆動マシン 210 側板 210a 側板 900 広幅用連結脚 900a 山形片 900b 係止片 900b 広幅用脚部 1000 チェーンガイド 20 掘削ケーシング 21 H形鋼 22 側板 22a 側板 23 スプロケット 24 チェーンガイド 30 掘削置き去り式ケーシング 31 H型鋼 31a フランジ面 32 間隔 33 側板 33a 側板 34 スプロケット 35 チェーンガイド 36 連結用リブ板 300 掘削置き去り式ケーシング 310 H型鋼 310a フランジ面 320 間隔 330 側板 330a 側板 340 スプロケット 350 チェーンガイド 360 連結用リブ板 40 爪付へら型両曲面金具 50 チェーン A チェーンガイド溝 A’ チェーンガイド溝 DESCRIPTION OF SYMBOLS 1 Civil engineering / excavation work machine 2 Drive machine 3 Side plate 3a Side plate 4 Flat gap 4a Central part 4b Lower opening part 5 Sprocket 6 Motor 7 Lock part 8 Cylinder 9 Connecting leg 9a Base 9b Leg 10 Chain guide 11 Gap 12 Chain guide 13 Narrow contact piece 200 Driving machine 210 Side plate 210a Side plate 900 Wide connection leg 900a Angle piece 900b Locking piece 900b Wide leg 1000 Chain guide 20 Drilling casing 21 H-shaped steel 22 Side plate 22a Side plate 23 Sprocket 24 Chain guide 30 Excavation Leaving-type casing 31 H-shaped steel 31a Flange surface 32 Spacing 33 Side plate 33a Side plate 34 Sprocket 35 Chain guide 36 Connecting rib plate 300 Excavated leaving-type casing 310 H-shaped steel 310a Flange 320 interval 330 side plate 330a side plate 340 sprocket 350 the chain guide 360 connecting rib plate 40 with claw spatula type both curved shell 50 Chain A chain guide groove A 'chain guide groove

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 二枚の側板、及び当該側板で構成される
偏平隙間の中央部位に設け、かつ前記側板に設けた駆動
装置で回転するスプロケット・同偏平隙間の下方開口部
位に設け、かつ当該下方開口部位より突出する対のチャ
ツキング用のロック部を備えた土木建設・掘削作業機械
の駆動マシンであって、 当該駆動マシンの偏平隙間の下方開口部位に基部を設
け、かつチェーンガイドをその外側上部周辺に設けると
ともに、当該下方開口部位より突出する脚部を備えた対
の連結脚と、 当該連結脚と前記スプロケットとの間に設け、かつ細幅
用当駒又は広幅用連結脚を自由に挿脱できる当該細幅用
当駒又は広幅用連結脚挿脱用の隙間と、 当該隙間に必要時に挿入される前記細幅用当駒、又は連
結部が挿入されかつ前記下方開口部位より突出する脚部
を備えた前記広幅用連結脚と、 で構成される汎用・多機能型の土木建設・掘削作業機械
の駆動マシン。
1. A sprocket which is provided at a central portion of a flat gap formed by two side plates and the side plates, and is provided at a lower opening portion of the sprocket which is rotated by a driving device provided at the side plate, and A driving machine of an earth-moving and construction machine having a pair of chucking locks protruding from a lower opening portion, wherein a base is provided at a lower opening portion of a flat gap of the driving machine, and a chain guide is provided outside the driving machine. A pair of connecting legs provided around the upper portion and provided with legs protruding from the lower opening portion, and provided between the connecting leg and the sprocket, and a narrow width link or a wide width connecting leg can be freely provided. A gap for inserting and removing the narrow width link or the wide connecting leg that can be inserted and removed, and the narrow width link or the connecting portion that is inserted into the gap when necessary is inserted and protrudes from the lower opening portion. leg And a general-purpose and multi-function civil engineering and construction machine.
【請求項2】 請求項1の前記細幅用当駒、又は広幅用
連結脚の外周辺部にチェーンガイドを設けてなる請求項
1の汎用・多機能型の土木建設・掘削作業機械の駆動マ
シン。
2. A drive for a general-purpose and multi-functional civil engineering construction and excavation work machine according to claim 1, wherein a chain guide is provided on an outer peripheral portion of the narrow width abutment or the wide connection leg. Machine.
JP00739994A 1994-01-27 1994-01-27 General-purpose and multi-functional civil engineering construction and excavation work machine drive machine Expired - Lifetime JP3209849B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP00739994A JP3209849B2 (en) 1994-01-27 1994-01-27 General-purpose and multi-functional civil engineering construction and excavation work machine drive machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP00739994A JP3209849B2 (en) 1994-01-27 1994-01-27 General-purpose and multi-functional civil engineering construction and excavation work machine drive machine

Publications (2)

Publication Number Publication Date
JPH07216891A JPH07216891A (en) 1995-08-15
JP3209849B2 true JP3209849B2 (en) 2001-09-17

Family

ID=11664822

Family Applications (1)

Application Number Title Priority Date Filing Date
JP00739994A Expired - Lifetime JP3209849B2 (en) 1994-01-27 1994-01-27 General-purpose and multi-functional civil engineering construction and excavation work machine drive machine

Country Status (1)

Country Link
JP (1) JP3209849B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7669090B2 (en) 2006-05-18 2010-02-23 Kabushiki Kaisha Toshiba Apparatus and method for verifying custom IC

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4504095B2 (en) * 2004-05-21 2010-07-14 株式会社テノックス九州 Chain conveyor cutter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7669090B2 (en) 2006-05-18 2010-02-23 Kabushiki Kaisha Toshiba Apparatus and method for verifying custom IC

Also Published As

Publication number Publication date
JPH07216891A (en) 1995-08-15

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