JPH07127090A - On-vehicle type generating earth improving device - Google Patents

On-vehicle type generating earth improving device

Info

Publication number
JPH07127090A
JPH07127090A JP27683693A JP27683693A JPH07127090A JP H07127090 A JPH07127090 A JP H07127090A JP 27683693 A JP27683693 A JP 27683693A JP 27683693 A JP27683693 A JP 27683693A JP H07127090 A JPH07127090 A JP H07127090A
Authority
JP
Japan
Prior art keywords
earth
soil
sand
improved
hopper
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
JP27683693A
Other languages
Japanese (ja)
Other versions
JP3244152B2 (en
Inventor
Osamu Nakajima
修 中島
Toshiyuki Yamada
敏之 山田
Yukinobu Tsutsumi
志信 堤
Jiro Kokubo
次郎 小久保
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.)
DENSHIN DENWA KOJI KYOKAI
Nippon Telegraph and Telephone Corp
Original Assignee
DENSHIN DENWA KOJI KYOKAI
Nippon Telegraph and Telephone 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 DENSHIN DENWA KOJI KYOKAI, Nippon Telegraph and Telephone Corp filed Critical DENSHIN DENWA KOJI KYOKAI
Priority to JP27683693A priority Critical patent/JP3244152B2/en
Publication of JPH07127090A publication Critical patent/JPH07127090A/en
Application granted granted Critical
Publication of JP3244152B2 publication Critical patent/JP3244152B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To produce good quality improved earth by using a cracking-mixing device to improve the soil by mixing an additive after earth and sand supplied from a hopper are finely cracked and a grain size adjusting device to sift out the earth and sand improved by this. CONSTITUTION:Excavated earth and sand are inputted to a hopper 24 through a fixed qrizzly 25, and are dropped in a rear part of a car body itself 21. On the other hand, the earth and sand passing through the fixed grizzly 25 are stored in the hopper 24, and are dropped on a generating earth regulated volume supply device 27, and are transferred forward. In this case, an additive is supplied to generating earth dropped in the device 27 by an additive regulated volume supply device 29, and is dropped in a crackingmixing device 26 together with this. Next, the generating earth is cracked in the cracking-mixing device 26, and is sufficiently mixed with the additive. Improved earth improved in the device 26 is also carried to a grain size adjusting device 30, and is classified by the prescribed size, and the improved earth finer than the prescribed size is discharged to the front of an operation seat 22 by a conveyor 33 through a conveyor 32, and the large improved earth is discharged from the rear part of the car body itself 21 by a conveyor 34, respectively. Thereby, the working efficiency can be heightened, and a construction period can be shortened.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、道路に埋設物を布設
する場合等に、発生土を埋め戻しに適した入替え材とし
て再利用するために用いる車載型発生土改良装置に係
り、特に作業能率を高め、かつ良質の改良土を製造する
ための車載型発生土改良装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an on-vehicle generated soil improving apparatus used for reusing generated soil as a replacement material suitable for backfilling when laying buried objects on roads, and particularly for work. The present invention relates to an on-vehicle generated soil improving device for improving efficiency and producing high-quality improved soil.

【0002】[0002]

【従来の技術】従来のこの種の車載型発生土改良装置と
しては、図5ないし図7に示すようなものが知られてい
る。図中符号1は車載型発生土改良装置である。この車
載型発生土改良装置1は車体部分が各種装置を搭載する
車体本体2と運転席3とからなっており、車体本体2の
後部には掘削した土砂を投入するための土砂ホッパ4が
設置され、この土砂ホッパ4の下端には土砂定量供給機
5が取付られている。土砂ホッパ4の前方には土質を改
良するための改良剤である消石灰を投入するための消石
灰ホッパ6が設置され、この消石灰ホッパ6の下端には
消石灰定量供給装置7が取付られている。そして、土砂
定量供給機5と消石灰定量供給装置7の下側には、車体
本体2の前後方向へ配設された混合機8が取付られてい
る。
2. Description of the Related Art As a conventional vehicle-mounted type soil improvement device of this type, the one shown in FIGS. 5 to 7 is known. In the figure, reference numeral 1 is an on-vehicle type soil improvement device. The on-vehicle generated soil improving apparatus 1 includes a vehicle body 2 in which a vehicle body is equipped with various devices and a driver's seat 3, and a earth and sand hopper 4 is provided at a rear portion of the vehicle body 2 for introducing excavated earth and sand. At the lower end of the earth and sand hopper 4, an earth and sand constant quantity feeder 5 is attached. In front of the earth and sand hopper 4, a slaked lime hopper 6 for introducing slaked lime, which is an improving agent for improving soil quality, is installed, and a slaked lime quantitative supply device 7 is attached to a lower end of the slaked lime hopper 6. A mixer 8 disposed in the front-rear direction of the vehicle body 2 is attached to the lower side of the sediment constant quantity feeder 5 and the slaked lime constant quantity feeder 7.

【0003】この混合機8はパドルあるいは螺旋状刃を
設けた2本の平行な回転軸を有する、いわゆるパグミル
であり、上記土砂定量供給機5と消石灰定量供給装置7
から供給される一定量の土砂と消石灰とを混合させなが
ら車体本体2の前方へ移送するためのものである。混合
機8の終端部には鉛直方向にバケットコンベア9が連設
されており、このバケットコンベア9によって上記混合
機8で混合された消石灰と土砂が車体本体の上方へ移送
される。バケットコンベア9の上端に設けられた排出口
10には、車体本体の前後方向へ配置されたベルトコン
ベア11が設けられており、このベルトコンベア11の
先端は運転席3の上部を通って前方へ伸縮自在な構成と
されている。そして、この車載型発生土改良装置1は、
図7に示すように、地面を掘削するための掘削機12
や、改良された入替え材を搭載して埋め戻しの場所まで
運搬するためのトラック13等と、一対となって使用さ
れるものである。
This mixer 8 is a so-called pug mill having two parallel rotating shafts provided with paddles or spiral blades, and the above-mentioned sediment constant quantity feeder 5 and slaked lime constant quantity feeder 7 are provided.
It is for transporting to the front of the vehicle body 2 while mixing a certain amount of sand and slaked lime supplied from the vehicle. A bucket conveyor 9 is vertically connected to the terminal end of the mixer 8, and the bucket conveyor 9 transfers the slaked lime and the earth and sand mixed in the mixer 8 above the vehicle body. At the outlet 10 provided at the upper end of the bucket conveyor 9, a belt conveyor 11 arranged in the front-back direction of the vehicle body is provided, and the tip of the belt conveyor 11 passes through the upper part of the driver's seat 3 to the front. It has a flexible structure. And this on-vehicle type soil-raising device 1 is
As shown in FIG. 7, an excavator 12 for excavating the ground
Alternatively, it is used as a pair with the truck 13 for carrying the improved replacement material and carrying it to the place of backfilling.

【0004】つぎに、上記従来の車載型発生土改良装置
を用いた作業状況について説明する。まず、図7に示す
ように、車載型発生土改良装置1は道路等の掘削地点に
設置された掘削機12と所定の間隔をおいて配置され、
また車載型発生土改良装置1の前方には所定の間隔をお
いてトラック13が設置されている。そして、掘削機1
2の先端に設けられたショベル14によって地面を掘削
するが、掘削した土砂はそのまま掘削機のショベル14
によって持ち上げて車載型発生土改良装置1の土砂ホッ
パ4内へ投入される。投入された土砂は、図5、図6に
示すように、土砂定量供給装置5によって一定量が混合
機8に送られ、この混合機8において、消石灰ホッパ6
から消石灰定量供給機7を経て一定量供給される消石灰
と混合されながらバケットコンベア9に送られる。
Next, a working situation using the conventional vehicle-mounted type soil improvement apparatus will be described. First, as shown in FIG. 7, the in-vehicle generated soil improvement device 1 is arranged at a predetermined distance from the excavator 12 installed at an excavation point such as a road,
In addition, a truck 13 is installed in front of the vehicle-mounted type soil improvement device 1 at a predetermined interval. And excavator 1
The ground is excavated by the shovel 14 provided at the tip of No. 2, but the excavated soil remains as it is.
It is lifted by and is thrown into the earth and sand hopper 4 of the in-vehicle type soil improvement apparatus 1. As shown in FIG. 5 and FIG. 6, a fixed amount of the fed earth and sand is sent to the mixer 8 by the earth and sand constant amount supply device 5, and in the mixer 8, the slaked lime hopper 6
Is sent to the bucket conveyor 9 while being mixed with a fixed amount of slaked lime supplied from the slaked lime quantitative feeder 7.

【0005】バケットコンベア9に送られた土砂は上方
へ移送された後、排出口10からベルトコンベア11上
に排出され、このベルトコンベア11によって運転席3
の上方を通って前方へ搬出される。そして、ベルトコン
ベア11によって移送された改良土は、このベルトコン
ベア11の先端から落下して、その下方に配置されたト
ラック13の荷台へ積載され、このトラック13によっ
て掘削地点まで搬送されて埋め戻される。
The earth and sand sent to the bucket conveyor 9 are transferred upward, and then discharged from the discharge port 10 onto the belt conveyor 11, and by this belt conveyor 11, the driver's seat 3
Is discharged to the front through the above. Then, the improved soil transferred by the belt conveyor 11 falls from the tip of the belt conveyor 11 and is loaded on the loading platform of the truck 13 arranged below the belt conveyor 11, and is transported to the excavation point by the truck 13 and backfilled. Be done.

【0006】[0006]

【発明が解決しようとする課題】ところが、上記従来の
車載型発生土改良装置1にあっては、車体本体2に設置
された土砂ホッパ4の容量が、土砂を掘削してその内部
へ投入する掘削機12のショベル14の一回の掘削容量
より小さいため、掘削機12で掘削した土砂の全てを一
度に土砂ホッパ4の中へ投入することができず、土砂ホ
ッパ4内の土砂が下方へ排出されて土砂ホッパ内に空き
ができるまで待ち時間が必要であること、また、上記土
砂ホッパ4には様々な粒度の土砂や固結土が含まれてお
り、これが混合機8の中にそのまま供給されることとな
るが、混合機8の内部で細かく砕くことができず、添加
材との混合が不十分であったり、固結土が混合機8の中
で目詰まりを起こして、度々装置が故障してしまうこ
と、さらに、この装置では細かな粒度の改良土を製造す
ることができないため、例えば、掘削した溝に配管等の
埋設物を設置した後にこの穴に改良土を埋め戻す場合に
は、改良土が管周辺の隙間に十分に回り込むことができ
ず、これら小さな隙間に埋め戻すような場所において
は、別途粒度の細かな管周辺土をダンプカー等にて搬入
しなければならないという課題があった。
However, in the above-mentioned conventional vehicle-mounted type soil improvement device 1, the capacity of the earth and sand hopper 4 installed in the vehicle body 2 excavates the earth and throws it into the inside thereof. Since the excavator 14 excavator 14 has a smaller excavation capacity per excavator 12, it is not possible to put all of the earth and sand excavated by the excavator 12 into the earth and sand hopper 4 at a time, and the earth and sand in the earth and sand hopper 4 moves downward. It is necessary to wait until the empty space is discharged in the earth and sand hopper, and the earth and sand hopper 4 contains earth and sand of various particle sizes, which are directly contained in the mixer 8. Although it will be supplied, it cannot be crushed into small pieces inside the mixer 8, and mixing with the additive material is insufficient, and solidified soil often causes clogging in the mixer 8, and If the device breaks down, Since it is not possible to manufacture improved soil with a fine grain size, for example, when backfilling the improved soil in this hole after installing buried objects such as pipes in the excavated trench, There was a problem that the soil around the pipe with a fine grain size had to be carried in separately with a dump truck or the like in a place where it could not sufficiently go around and was filled in these small gaps.

【0007】この発明は、上述の事情に鑑みてなされた
もので、現場において能率良く、かつ良質の改良土を製
造することができる車載型発生土改良装置を提供するこ
とを目的としている。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an on-vehicle generated soil improving apparatus capable of efficiently producing improved soil of high quality.

【0008】[0008]

【課題を解決するための手段】上記課題を解決するため
の本発明の車載型発生土改良装置は、掘削機で一回に掬
う土砂の量より大きい容量を有するホッパと、このホッ
パから供給される土砂を細かく解砕すると共に、添加材
と混合させて土質改良を行う解砕混合装置と、この解砕
混合装置で改良された土砂を一定の粒度に篩い分ける粒
度調整装置とを備えたことを特徴としている。
An on-vehicle generated soil improving apparatus of the present invention for solving the above problems is provided with a hopper having a capacity larger than the amount of earth and sand scooped by an excavator at one time, and from this hopper. The equipment was equipped with a crushing and mixing device for finely crushing the soil and sand that is mixed with an additive to improve the soil quality, and a particle size adjusting device for sieving the sand and sand improved by this crushing and mixing device to a certain particle size. Is characterized by.

【0009】[0009]

【作用】この発明の車載型発生土改良装置では、掘削機
で掘削した一掬いの土砂は一回の工程で全てホッパ内へ
投入される。そして、ホッパ内に投入された土砂は混合
機によって細かに解砕されるため、添加材と十分に混合
されて良質の改良土が製造されると共に、装置内で目詰
まりを起こしたりすることもない。さらに、解砕混合装
置によって製造された改良土は粒度調整装置によって細
かな粒度の改良土が分別されるため、例えばこの改良土
を掘削した溝に配管等を布設するための埋め戻し材とし
て使用する場合にも、管周辺の小さな隙間にまで改良土
が入り込み、埋め戻した管周辺に隙間が形成されること
もない。
In the on-vehicle generated soil improving apparatus of the present invention, all the scooped earth and sand excavated by the excavator is thrown into the hopper in one step. Then, since the earth and sand put in the hopper is finely crushed by the mixer, it is sufficiently mixed with the additive material to produce a good quality improved soil, and also clogging may occur in the device. Absent. Further, since the improved soil produced by the crushing and mixing device is separated by the particle size adjusting device into the improved soil having a fine particle size, for example, it is used as a backfill material for laying pipes, etc. in trenches excavated from this improved soil. Even when doing so, the improved soil does not enter even a small gap around the pipe and no gap is formed around the backfilled pipe.

【0010】[0010]

【実施例】以下、図面を参照してこの発明の車載型発生
土改良装置について説明する。図1、図2はこの発明の
一実施例の車載型発生土改良装置であり、図3はこの車
載型発生土改良装置を道路の掘削現場で実際に使用して
いる状況を示す説明図である。図中、符号20はこの実
施例の車載型発生土改良装置であり、この車体部分は車
体本体21と運転席22とからなっている。車体本体2
1の上部は防音カバー23によって被われており、この
防音カバー23の内部には地面Gを掘削して発生した土
砂を改良するための各種装置が収納設置されている。こ
の防音カバー23の天井後部には傾斜面が形成されてお
り、その内部には掘削した土砂を投入するための土砂ホ
ッパ24が設置されている。土砂ホッパ24は後述する
掘削機のショベルで一度に掘削される土砂の量より大き
な容量とされており、この発生土ホッパの上部には10
0mmの固定グリズリ25が上記傾斜面に取り付けられ
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A vehicle-mounted type soil improvement apparatus of the present invention will be described below with reference to the drawings. 1 and 2 show an on-vehicle generated soil improving apparatus according to an embodiment of the present invention, and FIG. 3 is an explanatory view showing a situation where the on-vehicle generated soil improving apparatus is actually used at a road excavation site. is there. In the figure, reference numeral 20 is a vehicle-mounted type soil improvement apparatus of this embodiment, and the vehicle body portion is composed of a vehicle body 21 and a driver's seat 22. Body 2
The upper part of 1 is covered with a soundproof cover 23, and various devices for improving the earth and sand generated by excavating the ground G are stored and installed in the soundproof cover 23. An inclined surface is formed at the rear of the ceiling of the soundproof cover 23, and a sediment hopper 24 for introducing the excavated sediment is installed inside the inclined surface. The earth and sand hopper 24 has a capacity larger than the amount of earth and sand excavated at one time by an excavator of an excavator, which will be described later.
A fixed grizzle 25 of 0 mm is attached to the inclined surface.

【0011】この土砂ホッパ24の下端には土砂ホッパ
からの土砂を解砕混合装置26まで移送する発生土供給
装置27が設けられており、解砕混合装置26の横には
添加材ホッパ28が設置されている。発生土供給装置2
7は先端部(車体本体の前方)へ行くに従って上向きに
傾斜しており、この先端部が解砕混合装置26の上部に
位置するよう配置されている。また、上記添加材ホッパ
28は、土砂に混合されてこれを埋め戻しに適した入れ
替え材に改良するための添加材(例えば消石灰等)を一
時的に貯蔵しておくものであり、この添加材ホッパ28
の低部には添加材を上記発生土供給装置27の先端部付
近に供給するための添加材定量供給装置29が設けられ
ている。
At the lower end of the earth and sand hopper 24, there is provided a generated earth supply device 27 for transferring the earth and sand from the earth and sand hopper to the crushing and mixing apparatus 26, and next to the crushing and mixing apparatus 26, an additive material hopper 28 is provided. is set up. Generated soil supply device 2
7 is inclined upward as it goes to the front end portion (front of the vehicle body), and the front end portion 7 is arranged above the crushing and mixing device 26. The additive material hopper 28 is for temporarily storing an additive material (for example, slaked lime) that is mixed with earth and sand to improve it as a replacement material suitable for backfilling. Hopper 28
In the lower part of the above, an additive material quantitative supply device 29 for supplying the additive material to the vicinity of the tip of the generated soil supply device 27 is provided.

【0012】解砕混合装置26の下部には車体本体21
の前方に配設された粒度調整装置30に改良土を搬送す
るための搬送コンベア31が設けられている。搬送コン
ベア31は車体本体21の前方へ行くに従い上向きに傾
斜しており、その先端部が粒度調整装置30の上方へ位
置するように取り付けられている。粒度調整装置30に
は振動篩が用いられており、粒度調整装置30の下部に
は車体本体21の幅方向へ延びる搬送コンベア32が取
り付けられ、この搬送コンベア32の先端は改良土排出
コンベア33の一方の端部に位置している。改良土排出
コンベア33はこの装置で製造された埋め戻し材として
の改良土を車載型発生土改良装置20の外へ排出するた
めのものであり、一端は車体本体21の床面付近に位置
して防音カバー23の内部に収納され、他端は運転席2
2の脇を経由して運転席の上部前方へ延在している。
Below the crushing and mixing device 26, there is a vehicle body 21.
A transport conveyor 31 for transporting the improved soil is provided in the grain size adjusting device 30 disposed in front of the. The conveyor 31 is inclined upward as it goes to the front of the vehicle body 21, and is attached so that its tip end is located above the grain size adjusting device 30. A vibrating sieve is used for the particle size adjusting device 30, and a conveyer conveyor 32 extending in the width direction of the vehicle body 21 is attached to the lower part of the particle size adjusting device 30. It is located at one end. The improved soil discharge conveyor 33 is for discharging the improved soil produced as a backfill material by this device to the outside of the on-vehicle generated soil improving device 20, and has one end located near the floor surface of the vehicle body 21. Is housed inside the soundproof cover 23, and the other end is in the driver's seat 2
It extends to the upper front of the driver's seat via the side of 2.

【0013】また、車体本体21の側部には、防音カバ
ー23の内側に沿って排出コンベア34が延在してお
り、排出コンベア34の一端は粒度調整装置30の下端
部付近に位置し、他端が車体本体21の後端部に位置し
ている。そして、車体本体21の側部には、上記装置類
を制御するための制御盤35が設置され、車体本体21
の後部にはこれら装置を駆動する動力源36が搭載され
た構成とされている。
A discharge conveyor 34 extends along the inside of the soundproof cover 23 at the side of the vehicle body 21, one end of the discharge conveyor 34 is located near the lower end of the grain size adjusting device 30, The other end is located at the rear end of the vehicle body 21. A control panel 35 for controlling the above devices is installed on the side of the vehicle body 21.
A power source 36 for driving these devices is mounted on the rear portion.

【0014】つぎに、この実施例の車載型発生土改良装
置20の動作について説明する。
Next, the operation of the vehicle-mounted type generated soil improving apparatus 20 of this embodiment will be described.

【0015】後述する掘削機によって掘削した土砂は、
固定グリズリ25を経て発生土ホッパ24内へ投入され
る。この固定グリズリ25は100mmのメッシュに形
成されているため、このメッシュ以上の大きさの固結土
や石等は固定グリズリ25を通過することができず、固
定グリズリ25の傾斜面に沿って車体本体21の後部へ
落下するようになっている。落下した、大塊は図示しな
い大塊用バッグに収納された後、別途処理される。一
方、この固定グリズリ25を通過した土砂は、発生土ホ
ッパ24の内部に貯留された後、下端から排出されて発
生土定量供給装置27の上に落下する。発生土定量供給
装置27に落下した発生土は、次第に車体本体の前方へ
移送された後、先端部から解砕混合装置26の内部へ落
下するが、発生土定量供給装置27の上端部付近におい
て、添加材定量供給装置29から添加材が供給され、こ
の添加材と共に解砕混合装置26内へ落下する。
The earth and sand excavated by the excavator described later is
It is thrown into the generated soil hopper 24 through the fixed grizzly 25. Since the fixed grizzly 25 is formed in a mesh of 100 mm, solidified soil, stones or the like having a size larger than this mesh cannot pass through the fixed grizzly 25, and the fixed grizzly 25 has an inclined surface along the vehicle body. It is designed to fall to the rear of the main body 21. The dropped lump is stored separately in a lump bag (not shown) and then processed separately. On the other hand, the earth and sand that have passed through the fixed grizzly 25 are stored in the generated soil hopper 24, then discharged from the lower end and dropped onto the generated soil fixed amount supply device 27. The generated soil that has fallen into the generated soil fixed amount supply device 27 is gradually transferred to the front of the vehicle body and then falls from the tip to the inside of the crushing and mixing device 26. The additive material is supplied from the additive material constant amount supply device 29 and drops into the crushing and mixing device 26 together with the additive material.

【0016】そして、添加材とともに解砕混合装置26
内へ搬送された発生土は、解砕混合装置26内部におい
て細かく解砕されると共に、添加材と十分に混合され、
埋め戻しに適した良質の改良土に改良される。解砕混合
装置26内で改良された改良土は搬送コンベア31によ
って粒度調整装置30の上方まで搬送され、その先端部
から粒度調整装置30の内部へ落下する。粒度調整装置
30の内部では、改良土が振動篩によって所定の大きさ
に次第により分けられるようになっており、所定の粒度
より細かな粒度の改良土は搬送コンベア32を経て、改
良土排出コンベア33によって車載型発生土改良装置2
0の運転席22の前方へ排出される。また、所定の粒度
より大きな粒度の改良土はオーバーサイズ排出コンベア
34によって車体本体21の後部から外へ排出されるよ
うになっている。
Then, the crushing and mixing device 26 together with the additive material
The generated soil conveyed into the inside is finely crushed inside the crushing and mixing device 26, and is sufficiently mixed with the additive material,
It will be improved to a good quality improved soil suitable for backfilling. The improved soil improved in the crushing and mixing device 26 is conveyed to above the particle size adjusting device 30 by the conveyer 31 and falls from the tip portion thereof into the particle size adjusting device 30. Inside the grain size adjusting device 30, the improved soil is gradually divided into a predetermined size by a vibrating screen, and the improved soil having a finer grain size than a predetermined grain size passes through a conveyor 32 and an improved soil discharge conveyor. In-vehicle generated soil improvement device 2 by 33
It is discharged to the front of the driver's seat 22 of 0. Further, the improved soil having a grain size larger than a predetermined grain size is discharged to the outside from the rear portion of the vehicle body body 21 by the oversize discharge conveyor 34.

【0017】つぎに、図3を用いて、この実施例の車載
型発生土改良装置20が掘削現場に設置されて実際に使
用されている状態を説明する。図3は市街地の道路Rに
配管等の埋設物を布設するために、道路Rを掘削してい
る状況を示す図である。道路には溝40が掘削されてお
り、この溝40の近くにはこの実施例の車載型発生土改
良装置20が溝側に後部を向けて停止している。車載型
発生土改良装置20と溝40との間には、掘削機(本実
施例ではバックホウが使用されている)41が配設さ
れ、この掘削機41のショベル42によって溝40が掘
削されている。また、車載型発生土改良装置20の前方
には改良土用コンテナ43が配置されており、このコン
テナ43はリフト車44によって移送されるようになっ
ている。
Next, with reference to FIG. 3, a state in which the vehicle-mounted type soil improvement device 20 of this embodiment is installed at an excavation site and is actually used will be described. FIG. 3 is a diagram showing a situation in which the road R is being excavated in order to lay a buried object such as a pipe on the road R in an urban area. A groove 40 is excavated on the road, and the on-vehicle generated soil improvement device 20 of this embodiment is stopped near the groove 40 with its rear portion facing the groove side. An excavator (a backhoe is used in the present embodiment) 41 is arranged between the vehicle-mounted type soil improving device 20 and the groove 40, and the excavator 42 of the excavator 41 excavates the groove 40. There is. Further, an improved soil container 43 is arranged in front of the on-vehicle generated soil improvement device 20, and the container 43 is transferred by a lift truck 44.

【0018】上記の構成において、掘削機41を溝40
の端部に移動させると共に、ショベル42によって溝4
0の端部を掘削する。そして、掘削した際に発生した土
砂をショベル42内に保持したまま、掘削機41を車載
型発生土改良装置20の後部まで移動させた後、上記シ
ョベル42を回動させることにより、ショベル42内の
発生土を一度に発生土ホッパ24内へ投入する。発生土
ホッパ24内へ投入された土砂は、固定グリズリ25に
よって除去される大塊を除いて発生土ホッパ24内へ一
時的に貯留される。固定グリズリ25によって除去され
た大塊は車体本体21の後部に落下し、大塊用バッグに
収納された後、別途処理される。
In the above structure, the excavator 41 is installed in the groove 40.
Of the groove 4 by the shovel 42.
Drill the end of 0. Then, the excavator 41 is moved to the rear part of the on-vehicle generated soil improving device 20 while holding the earth and sand generated during excavation inside the excavator 42, and then the excavator 42 is rotated, whereby the excavator 42 is rotated. The generated soil of (1) is thrown into the generated soil hopper 24 at a time. The earth and sand put into the generated soil hopper 24 is temporarily stored in the generated soil hopper 24 except for the large lumps removed by the fixed grizzly 25. The large lumps removed by the fixed grizzle 25 fall to the rear part of the vehicle body 21, are stored in the large lump bag, and are separately processed.

【0019】発生土ホッパ24内へ投入された発生土は
上記本実施例の作用で説明したように、車載型発生土改
良装置20で改良された後、粒度の細かい改良土は改良
土排出コンベア33によって、運転席22の前方に位置
する改良土コンテナ43内へ積載される。そして、改良
土コンテナ43に積載された粒度の細かな改良土は、リ
フト車44によって改良土コンテナ43,43・・・毎
に掘削した溝40の側まで移送された後、リフト車44
によって順次に溝40の内部に埋め戻される。また、粒
度調整装置30によって分別された粒度の荒い改良土
は、オーバーサイズ排出土コンベア34によって車体本
体21の後部に移送された後、オーバーサイズ用コンテ
ナ45に積載され、一時的に貯留される。そして、この
オーバーサイズ排出コンテナ45内の改良土は、粒度の
荒い改良土を製造する際に、掘削機41によって再び発
生土ホッパ24内へ投入されるようになっている。ま
た、工事の進み具合に応じて、溝40の掘削箇所が移動
して車載型発生土改良装置20に近づくに従い、車載型
発生土改良装置20を次第に前へ移動させるようにす
る。
The generated soil put into the generated soil hopper 24 is improved by the on-vehicle generated soil improving device 20 as described in the operation of the present embodiment. By 33, it is loaded into the improved soil container 43 located in front of the driver's seat 22. Then, the improved soil having a fine grain size loaded in the improved soil container 43 is transferred by the lift vehicle 44 to the side of the groove 40 excavated for each of the improved soil containers 43, 43.
Are sequentially backfilled inside the groove 40. Further, the improved soil having coarse grain size sorted by the grain size adjusting device 30 is transferred to the rear portion of the vehicle body main body 21 by the oversize discharge soil conveyor 34, and then loaded in the oversize container 45 and temporarily stored. . Then, the improved soil in the oversized discharge container 45 is thrown into the generated soil hopper 24 again by the excavator 41 when manufacturing the improved soil having a coarse grain size. In addition, depending on the progress of the construction, as the excavated portion of the groove 40 moves and approaches the vehicle-mounted generated soil improving apparatus 20, the vehicle-mounted generated soil improving apparatus 20 is gradually moved forward.

【0020】このように、この実施例の車載型発生土改
良装置20は掘削現場へ自由に移動させることができる
ため、機動性に富み、作業能率を向上させることができ
る。また、発生土ホッパ24が掘削機41のショベル4
2の掘削容量より大きな容量とされているために、ショ
ベル42で掬った土砂の全量を一度に発生土ホッパ24
内に投入することができ、掘削機41に待ち時間がなく
なり、作業の短縮が図れ、道路R等のように工事期間が
制限されるような場合には非常に有効なものとなる。ま
た、解砕混合装置26によって改良土が細かく解砕され
ているため、添加材と十分に混合されて良質の改良土を
得ることができると共に、各装置内で固結土が目詰まり
を起こして装置が故障し、作業が中断するようなことも
ない。
As described above, since the vehicle-mounted type soil improvement device 20 of this embodiment can be freely moved to the excavation site, it is highly manoeuvrable and the working efficiency can be improved. In addition, the generated soil hopper 24 is used for the excavator 4 of the excavator 41.
Because the excavation capacity is larger than the excavation capacity of 2, the total amount of earth and sand scooped by the shovel 42 is generated at one time.
It can be put in the inside of the excavator 41, the waiting time of the excavator 41 is eliminated, the work can be shortened, and it is very effective in the case where the construction period is limited such as the road R. Further, since the improved soil is finely crushed by the crushing and mixing device 26, it is possible to sufficiently mix with the additive material to obtain good quality improved soil, and the solidified soil causes clogging in each device. The equipment will not break down and work will not be interrupted.

【0021】また、細かな改良土を製造することができ
るため、掘削された溝40の内部に布設される配管等の
埋設物の周囲の細かな隙間にも改良土が十分に回り込
み、埋め戻した埋設物の周囲に空間が残るようなことも
ない。また、従来から用いられていた管周辺砂をダンプ
カー等によって別途持ち込む必要がなくなり、現場の作
業能率と安全性を向上させることができる。
Further, since it is possible to produce fine improved soil, the improved soil sufficiently wraps around the fine gaps around the buried objects such as pipes laid inside the excavated trench 40 and backfilled. There is no space left around the buried object. Further, it is not necessary to bring in the sand around the pipe, which has been conventionally used, by a dump truck or the like, and the work efficiency and safety at the site can be improved.

【0022】つぎに、図4を用いて、この実施例の車載
型発生土改良装置20が発生土の仮置場に設置されて用
いられる場合を説明する。図4は発生土が仮り置場に一
時的に貯留されており、これをこの実施例の車載型発生
土改良装置20を用いて処理している状態を示すもので
ある。周囲を壁体50によって囲った現場の内部には、
発生土51が一時的に貯留されている。この貯留された
発生土51の脇には車載型発生土改良装置20が発生土
側に後部を向けて配置されている。そして、この車載型
発生土改良装置20と発生土51との間には、アーム5
2の先端にショベル53が取り付けられた掘削機54が
配置され、また車載型発生土改良装置20の前方には、
防音カバー23から突出する改良土排出コンベア33の
先端付近に一端を位置させて搬送コンベア55が設置さ
れている。そして、この搬送コンベア55の他端にはこ
の搬送コンベアによって移送された改良土56が貯留さ
れている。また、現場内にはこの改良土56を掘削現場
まで搬送するための、ダンプカー57が停車している。
Next, with reference to FIG. 4, a case where the on-vehicle generated soil improving apparatus 20 of this embodiment is installed and used in a temporary storage place for generated soil will be described. FIG. 4 shows a state in which the generated soil is temporarily stored in the temporary storage area and is being processed by the in-vehicle generated soil improving apparatus 20 of this embodiment. Inside the site surrounded by the wall 50,
The generated soil 51 is temporarily stored. On the side of the stored generated soil 51, the on-vehicle generated soil improving device 20 is arranged with the rear portion facing the generated soil side. The arm 5 is provided between the in-vehicle generated soil improving device 20 and the generated soil 51.
An excavator 54 having an excavator 53 attached to the tip of No. 2 is arranged, and in front of the in-vehicle type soil improvement device 20,
A transport conveyor 55 is installed with one end located near the tip of the improved soil discharge conveyor 33 protruding from the soundproof cover 23. The improved soil 56 transferred by the transport conveyor is stored at the other end of the transport conveyor 55. Further, a dump truck 57 for transporting the improved soil 56 to the excavation site is stopped at the site.

【0023】上記構成において、掘削機54のショベル
53によって発生土51を掬くい、このショベル53に
発生土51を保持したまま、掘削機54のアーム52を
回転させてショベル53を車載型発生土改良装置20の
後部の発生土ホッパ24の上方まで移動させた後、ショ
ベル53を回動させてショベル内の発生土51を一度に
発生土ホッパ24内へ投入する。発生土ホッパ24内に
投入された発生土51は、上記実施例の作用に記載した
ように、装置内を移送される間に細かな良質の改良土5
6として改良土排出コンベア33によって、車載型発生
土改良装置20の外へ排出され、搬送コンベア55によ
って所定の場所に貯留される。そして、この改良土56
は必要に応じて、ダンプカー57によって掘削現場まで
搬送されることとなる。
In the above construction, the excavator 53 of the excavator 54 scoops the generated soil 51, and while holding the generated soil 51 on the shovel 53, the arm 52 of the excavator 54 is rotated to move the excavator 53 to the vehicle-generated soil. After moving to a position above the generated soil hopper 24 at the rear of the improvement device 20, the shovel 53 is rotated to throw the generated soil 51 in the shovel into the generated soil hopper 24 at one time. The generated soil 51 put into the generated soil hopper 24 is a fine, high-quality improved soil 5 while being transferred in the apparatus, as described in the operation of the above-mentioned embodiment.
6 is discharged outside the on-vehicle generated soil improving device 20 by the improved soil discharging conveyor 33, and is stored in a predetermined place by the transporting conveyor 55. And this improved soil 56
Will be transported to the excavation site by the dump truck 57 as needed.

【0024】また、固定グリズリ25で除去された大塊
や粒度の荒い改良土は、上述した掘削現場の場合と同様
に処理される。この場合、車載型発生土改良装置20
は、改良土処理装置として同じ場所に停止した状態で使
用される。このように、仮置場設置型のものにあって
も、現場設置型のものと同様に使用することができ、同
様の作用効果を得ることができる。
The large lumps removed by the fixed grizzly 25 and the improved soil having a coarse grain size are treated in the same manner as in the case of the excavation site described above. In this case, the in-vehicle type soil generation improving device 20
Is used in the same place as the improved soil treatment equipment. In this way, even the temporary storage type can be used in the same manner as the on-site type, and the same effect can be obtained.

【0025】[0025]

【発明の効果】以上説明したように、この発明の車載型
発生土改良装置は、ホッパの容量が掘削機で掘削一回に
掘削する土砂の量より多いため、掘削機で掘削した土砂
の全てを一度にホッパ内へ投入することができ、掘削機
の作業に待ち時間が無くなり、作業能率を高めることが
でき、工期短縮を図ることができる。また、ホッパ内に
投入された発生土は解砕混合装置で細かく解砕されるた
め、添加材と十分に混合されて良質の改良土を製造する
ことができると共に、固結土がそのまま装置内を移送さ
れて目詰まりして装置が故障することもなくなる。ま
た、細かな粒度の改良土を製造することができるため、
例えば、掘削空間内に配管等の布設を行う場合にも、配
管の周囲の細かな隙間に改良土が十分に回り込み、埋め
戻した際に管の周辺に隙間が残ることも無くなる。
As described above, in the in-vehicle generated soil improving apparatus of the present invention, since the capacity of the hopper is larger than the amount of earth and sand excavated by the excavator at one time, all of the earth and sand excavated by the excavator. Can be put into the hopper all at once, the waiting time for the work of the excavator can be eliminated, the work efficiency can be improved, and the construction period can be shortened. Further, since the generated soil put into the hopper is finely crushed by the crushing and mixing device, it can be sufficiently mixed with the additive material to produce high-quality improved soil, and the solidified soil remains in the device as it is. It is also possible to prevent the equipment from being broken due to being transferred and clogging. Also, since it is possible to produce improved soil with a fine grain size,
For example, even when laying pipes or the like in the excavation space, the improved soil sufficiently wraps around the small gaps around the pipes, and no gaps remain around the pipes when backfilling.

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

【図1】この発明の一実施例である車載型発生土改良装
置の内部の正面図である。
FIG. 1 is a front view of the inside of a vehicle-mounted type soil-improvement device according to an embodiment of the present invention.

【図2】この発明の一実施例である車載型発生土改良装
置の内部の斜視図である。
FIG. 2 is a perspective view of the inside of the vehicle-mounted type soil improvement device which is an embodiment of the present invention.

【図3】この発明の一実施例である車載型発生土改良装
置を実際に掘削現場で使用している状況を説明するため
の斜視図である。
FIG. 3 is a perspective view for explaining a situation in which the vehicle-mounted type soil improvement device according to the embodiment of the present invention is actually used at an excavation site.

【図4】この発明の一実施例である車載型発生土改良装
置を発生土の仮置場で使用している状況を説明するため
の斜視図である。
FIG. 4 is a perspective view for explaining a situation in which the vehicle-mounted type soil improvement device according to the embodiment of the present invention is used in a temporary storage place for generated soil.

【図5】従来の車載型発生土改良装置の正面図である。FIG. 5 is a front view of a conventional vehicle-mounted type soil improvement device.

【図6】従来の車載型発生土改良装置の平面図である。FIG. 6 is a plan view of a conventional vehicle-mounted type soil improvement device.

【図7】従来の車載型発生土改良装置の使用状況を説明
するための正面図である。
FIG. 7 is a front view for explaining a usage situation of a conventional vehicle-mounted type soil improvement device.

【符号の説明】[Explanation of symbols]

20 車載型発生土改良装置 24 ホッパ 26 解砕混合装置 30 粒度調整装置 41,54 掘削機 G 地面 20 Vehicle-Mounted Soil Improving Device 24 Hopper 26 Crushing Mixing Device 30 Particle Size Control Device 41,54 Excavator G Ground

───────────────────────────────────────────────────── フロントページの続き (72)発明者 堤 志信 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 (72)発明者 小久保 次郎 東京都渋谷区猿楽町3番3号 社団法人 電信電話工事協会内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shishino Tsutsumi 1-6, Uchisaiwaicho, Chiyoda-ku, Tokyo Inside Nippon Telegraph and Telephone Corporation (72) Inventor Jiro Kokubo 3-3, Sarugaku-cho, Shibuya-ku, Tokyo Corporate Telegraph and Telephone Construction Association

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 掘削機で地面を掘削して発生した土砂
を、埋め戻しに適した入れ替え材として再利用するため
の車載型発生土改良装置であって、前記掘削機で一回に
掬う土砂の量より大きい容量を有するホッパと、このホ
ッパから供給される土砂を細かく解砕すると共に、添加
材と混合させて土質改良を行う解砕混合装置と、この解
砕混合装置で改良された土砂を一定の粒度に篩い分ける
粒度調整装置とを備えたことを特徴とする車載型発生土
改良装置。
1. An on-vehicle generated soil improving device for reusing the earth and sand generated by excavating the ground with an excavator as a replacement material suitable for backfilling, the earth and sand being scooped at one time by the excavator. The hopper having a capacity larger than that of the hopper, the crushing / mixing device for finely crushing the soil / sand supplied from the hopper, and the improvement of the soil quality by mixing with the additive, and the soil / sand improved by this crushing / mixing device. An in-vehicle generated soil improving device, which is equipped with a particle size adjusting device for sieving the same into a certain particle size.
JP27683693A 1993-11-05 1993-11-05 On-board generated soil improvement device Expired - Lifetime JP3244152B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27683693A JP3244152B2 (en) 1993-11-05 1993-11-05 On-board generated soil improvement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27683693A JP3244152B2 (en) 1993-11-05 1993-11-05 On-board generated soil improvement device

Publications (2)

Publication Number Publication Date
JPH07127090A true JPH07127090A (en) 1995-05-16
JP3244152B2 JP3244152B2 (en) 2002-01-07

Family

ID=17575084

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27683693A Expired - Lifetime JP3244152B2 (en) 1993-11-05 1993-11-05 On-board generated soil improvement device

Country Status (1)

Country Link
JP (1) JP3244152B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997008397A1 (en) * 1995-08-31 1997-03-06 Komatsu Ltd. Control device for soil improvement machine
WO1997025485A1 (en) * 1996-01-12 1997-07-17 Komatsu Ltd. Crawler type soil improving machine
JP2001049693A (en) * 1999-08-13 2001-02-20 Maruishi Kk Excavated soil recycling plant
JP2007239378A (en) * 2006-03-10 2007-09-20 Kotoo:Kk Pipe backfill construction method by excavation surplus soil

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997008397A1 (en) * 1995-08-31 1997-03-06 Komatsu Ltd. Control device for soil improvement machine
US6004023A (en) * 1995-08-31 1999-12-21 Komatsu Ltd. Control apparatus for soil improvement machine
WO1997025485A1 (en) * 1996-01-12 1997-07-17 Komatsu Ltd. Crawler type soil improving machine
US5988937A (en) * 1996-01-12 1999-11-23 Komatsu Ltd. Crawler type soil improving machine
JP2001049693A (en) * 1999-08-13 2001-02-20 Maruishi Kk Excavated soil recycling plant
JP2007239378A (en) * 2006-03-10 2007-09-20 Kotoo:Kk Pipe backfill construction method by excavation surplus soil

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