JP2002004328A - Soil-sand improvement material feeder for soil-sand improvement device - Google Patents

Soil-sand improvement material feeder for soil-sand improvement device

Info

Publication number
JP2002004328A
JP2002004328A JP2000185600A JP2000185600A JP2002004328A JP 2002004328 A JP2002004328 A JP 2002004328A JP 2000185600 A JP2000185600 A JP 2000185600A JP 2000185600 A JP2000185600 A JP 2000185600A JP 2002004328 A JP2002004328 A JP 2002004328A
Authority
JP
Japan
Prior art keywords
soil
sand
earth
reforming
material supply
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
JP2000185600A
Other languages
Japanese (ja)
Other versions
JP3677435B2 (en
Inventor
Koki Itaya
廣喜 板谷
Kazumasa Sawa
一雅 澤
Tsutomu Nagasaki
務 長崎
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co 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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP2000185600A priority Critical patent/JP3677435B2/en
Publication of JP2002004328A publication Critical patent/JP2002004328A/en
Application granted granted Critical
Publication of JP3677435B2 publication Critical patent/JP3677435B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a soil-sand improvement material feeder in which a soil- sand improvement material can be discharged smoothly without generating a bridge phenomenon while a shutter device is made unnecessary. SOLUTION: An eccentric weight is annexed at one end section of an agitating blade for a screw conveyor for agitation installed near the bottom section of the soil-sand improvement material feeder while an electromagnetic solenoid vibrating feeder is mounted to the discharge opening of the bottom section of the soil-sand improvement material feeder.

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、上下水道やガス等
の管、電気や電話等のケーブルを埋設又は修理のために
路面等を掘削した際に出る掘削土砂や、トンネル工事の
際の掘削土砂等これら掘削工事によって掘削された掘削
土砂に石灰やセメント等の土砂改質材を添加し撹拌して
掘削土砂を改質し、再び埋め戻し材として利用するため
の改良土を製造する土砂改質装置の土砂改質材供給装置
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to excavated earth and sand when excavating a road surface or the like for burying or repairing pipes such as water and sewage and gas, and cables for electricity and telephones, and excavating during tunnel construction. Earth and sand reforming excavated by these excavation works by adding a soil modifying material such as lime or cement to the excavated soil and agitating it to reform the excavated earth and produce an improved soil for reuse as backfill material. The present invention relates to an apparatus for supplying a soil and sand reforming material of a quality apparatus.

【0002】[0002]

【従来の技術】従来より建設残土と称される上下水道や
ガス等の管、電気や電話等のケーブルを埋設又は修理の
ために路面等を掘削した際に出る掘削土砂やトンネル工
事の際の掘削土砂等は、建設残土として多量に発生して
いる。これらの建設残土は、従来はそのままその作業現
場の近くの山間部あるいは比較的近接した海辺に搬送し
て埋めたりして処理していた。
2. Description of the Related Art Conventionally referred to as construction residual soil, pipes for water and sewage, gas, etc., cables for electricity, telephones, etc. are buried or excavated when excavating a road surface or the like for repair. Excavated earth and sand are generated in large quantities as construction residual soil. Conventionally, such construction remains have been transported and buried in a mountainous area near the work site or a relatively close seaside.

【0003】しかし、これら埋め立てに適した場所を確
保することが近年難しくなってきており、遠くの場所に
建設残土を搬送するに要する費用も多額の費用を要し、
また、例え場所的に確保できたとしても埋め立てに対す
る環境面での規制もあり、建設残土を従来のようにただ
単に山間部や海辺に搬送して埋めたてることも困難であ
る。
However, in recent years, it has become difficult to secure a place suitable for land reclamation, and the cost of transporting construction remains to a distant place requires a large amount of cost.
Also, even if it can be secured in place, there are environmental regulations on landfill, and it is difficult to simply transport and fill the surplus soil to mountainous areas or seaside as in the past.

【0004】建設残土を掘削作業現場において、オンサ
イトで埋め立て処理することが可能であればよいが、一
度掘削された建設残土には、砂利やヘドロ、アスファル
ト片、岩片、コンクリート片等が混在していたり、ま
た、埋め戻し材として利用するには土としての粒径が不
揃いであると共に各土粒間の粘結力も劣化しており、こ
れを路床の掘削溝の埋め立て土砂として再利用しても地
盤としての必要な支持力を得るのが難しい。
[0004] It is only necessary to be able to reclaim construction surplus soil on-site at an excavation work site. However, once excavated construction surplus soil contains gravel, sludge, asphalt fragments, rock fragments, concrete fragments and the like. In addition, when used as a backfill material, the grain size of the soil is not uniform and the cohesive force between the soil grains is also deteriorated, and this is reused as landfill for excavation trenches in the subgrade. However, it is difficult to obtain the necessary bearing capacity as the ground.

【0005】このため、作業現場で発生した掘削土砂を
そのまま埋め立てるための土砂として利用することはで
きないため、埋め立てに必要な良質な土砂を新たに購入
・搬入して埋め立て土砂として利用している。
[0005] For this reason, excavated earth and sand generated at the work site cannot be used as it is for land reclamation, and high quality earth and sand necessary for land reclamation is newly purchased and carried in and used as landfill earth and sand.

【0006】しかしながら、このように一度掘削して建
設残土として発生した掘削土砂もただ捨ててしまえば単
なる廃棄物にすぎないが、これを改質処理をすることに
より再度資材(埋め戻し土)として有効に利用すること
ができる。その装置として掘削土砂に石灰やセメント等
の土砂改質材を添加して掘削土砂を改質するための土質
改良装置が種々知られている。
[0006] However, if the excavated earth and sand that has been excavated once and is generated as construction surplus soil is simply discarded, it is merely a waste. However, by performing the reforming treatment, it is again used as material (backfill soil). It can be used effectively. Various soil improvement devices for modifying excavated soil by adding a soil modifying material such as lime or cement to the excavated soil are known as such devices.

【0007】そして、従来の土質改良装置は、図6、7
に図示されているように、篩装置1と土砂改質材供給装
置4と混合撹拌装置3とから構成されている。更に、篩
装置1によって一定の大きさ以下となった篩下の掘削土
砂を混合撹拌装置3に搬送供給するためのベルトコンベ
ア2が配置されており、混合撹拌装置3の上部には、石
灰やセメント等の土砂改質材を投入供給する土砂改質材
供給装置4が設けられている。そして、混合撹拌装置3
の下部には、掘削土砂と土砂改質材とが混合撹拌された
再度資材として排出された改質土がベルトコンベア5の
上に排出されて、ストックヤード6に搬送堆積され、改
質再生された埋め立て用の土砂として利用される。
FIGS. 6 and 7 show a conventional soil improvement device.
As shown in FIG. 1, the apparatus comprises a sieving device 1, a soil and sand modifier supply device 4, and a mixing and stirring device 3. Further, a belt conveyor 2 for transporting and supplying the excavated earth and sand under the sieve, which has been reduced to a certain size or less by the sieve device 1, to the mixing and stirring device 3 is disposed. An earth and sand modifier feeder 4 is provided for feeding and feeding a soil and sand modifier such as cement. And the mixing and stirring device 3
In the lower part, the excavated soil and the soil modification material are mixed and agitated, and the modified soil discharged again as a material is discharged onto the belt conveyor 5, transported and deposited in the stock yard 6, and reformed and regenerated. Used as earth and sand for landfill.

【0008】そして、従来の土砂改質装置の混合撹拌装
置3に土砂改質材を投入供給する土砂改質材供給装置4
は、周壁部7と、周壁部7の土砂改質材排出部8に土砂
改質材排出用のシュート10と、また周壁部7の上部に
は土砂改質材が供給される土砂改質材供給口9とが設け
られている。
[0008] The earth and sand reforming material supply device 4 for feeding and feeding the earth and sand reforming material to the mixing and stirring device 3 of the conventional earth and sand reforming device.
Is a chute 10 for discharging a soil and / or sediment modifying material to a peripheral and / or sediment modifying material discharge portion 8 of the peripheral wall 7, and a sediment / reforming material to which the sediment modifying material is supplied to an upper part of the peripheral wall 7. A supply port 9 is provided.

【0009】土砂改質材供給装置4の土砂改質材排出部
8に設けられたシュート10には土砂改質材を排出する
スクリューコンベア12が設けられており、また、土砂
改質材供給装置4の土砂改質材排出部8寄りには、土砂
改質材供給装置4に供給された土砂改質材を撹拌するた
めの撹拌用スクリューコンベア11が設けられている。
この2つのスクリューコンベア12と撹拌用スクリュー
コンベア11は回転駆動用のモータ14及び13によっ
て回転駆動されている。
[0009] A chute 10 provided in the earth and sand reforming material discharge unit 8 of the earth and sand reforming material supply device 4 is provided with a screw conveyor 12 for discharging the earth and sand reforming material. A screw conveyor 11 for stirring the earth and sand reformer supplied to the earth and sand reformer feeder 4 is provided near the earth and sand reformer discharge section 8 of FIG.
The two screw conveyors 12 and the stirring screw conveyor 11 are rotationally driven by motors 14 and 13 for rotational driving.

【0010】そして、この2つのスクリューコンベア1
2と撹拌用スクリューコンベア11の間には、シャッタ
ー装置15が設けられており、このシャッター装置15
の開閉によって土砂改質材排出部8に設けられたシュー
ト10から土砂改質材を混合撹拌装置3に送り込んだり
又は停止したりすることができる。
The two screw conveyors 1
2 and a screw conveyor 11 for stirring, a shutter device 15 is provided.
With the opening and closing of the above, the earth and sand reforming material can be sent to the mixing and stirring device 3 from the chute 10 provided in the earth and sand reforming material discharge section 8 or stopped.

【0011】[0011]

【発明が解決しようとする課題】しかしながら、従来の
土砂改質材供給装置4に上方の土砂改質材供給口9から
土砂改質材が供給されると、土砂改質材供給装置4の土
砂改質材排出部8はシュート10に向けて絞られて形状
であるので、排出するスクリューコンベア12を作動し
ていても、その上方に所謂ブリッジ現象を生じてスクリ
ューコンベア12の上方に空洞部を生じ、シュート10
から土砂改質材を混合撹拌装置3に供給することができ
なくなってしまう。すると、改質すべき掘削土砂に、改
質に必要な量の土砂改質材が添加されず、埋め戻し土と
して再利用可能な性能を発揮できないものとなってしま
う。
However, when the conventional soil modifying material supply device 4 is supplied with the soil modifying material from the upper soil modifying material supply port 9, the earth and sand modifying material Since the modified material discharge portion 8 is narrowed toward the chute 10 and has a shape, even if the screw conveyor 12 for discharging is operated, a so-called bridge phenomenon occurs above the screw conveyor 12 so that the hollow portion is formed above the screw conveyor 12. Comes up, shoot 10
Can not be supplied to the mixing and stirring device 3 from the soil. Then, the amount of the soil modification material required for the modification is not added to the excavated soil to be modified, and the reusable soil cannot exhibit its reusable performance.

【0012】また、土砂改質材供給装置4のシュート1
0からの土砂改質材の送り出しを排出用のスクリューコ
ンベア12によって行ない、供給、停止をこの排出用の
スクリューコンベア12の上方に設けたシャッター装置
15で行っているが、排出用のスクリューコンベア12
は、該スクリューコンベア12に供給された土砂改質材
の送り出し量を回転数によって調整できるものの、シャ
ッター装置15を経て供給される土砂改質材の量が変化
するとスクリューコンベア12による送り出し量も変化
してしまうため、土砂改質材の混合撹拌装置3への供給
量を調整しようとすると、シャッター装置15の開閉量
とスクリューコンベア12の回転数とを共に調整する必
要があり、供給量を微調整することが実質困難であっ
た。
Further, the chute 1 of the soil and sand reforming material supply device 4
Although the feeding of the soil and soil modifying material from 0 is performed by the screw conveyor 12 for discharging, and the supply and the stop are performed by the shutter device 15 provided above the screw conveyor 12 for discharging, the screw conveyor 12 for discharging is used.
Although the amount of the soil and soil reforming material supplied to the screw conveyor 12 can be adjusted by the number of rotations, when the amount of the soil and soil modifying material supplied through the shutter device 15 changes, the amount of the soil and sand delivered by the screw conveyor 12 also changes. In order to adjust the supply amount of the soil and sand modifier to the mixing and stirring device 3, it is necessary to adjust both the opening and closing amount of the shutter device 15 and the rotation speed of the screw conveyor 12. It was practically difficult to adjust.

【0013】そこで、本発明は上述した課題によりなさ
れたもので、土砂改質材供給装置の底部のシュートの排
出口に電磁ソレノイド振動フィーダを取付けることで、
従来の土砂改質材供給装置に設けていたシャッター装置
を不要とし、この電磁ソレノイド振動フィーダを電磁サ
イクルの調整によって土砂改質材の排出量を簡単に微調
整することができ、これにより改質すべき掘削土砂の状
態と改良土の用途に対応して添加する土砂改質材の添加
量を細かく調整することができるようにした土砂改質材
供給装置を提供することを目的とする。
The present invention has been made in view of the above-mentioned problem, and an electromagnetic solenoid vibration feeder is attached to an outlet of a chute at a bottom of a soil and sand reforming material supply device.
The shutter device provided in the conventional soil and soil reforming material supply device is unnecessary, and the electromagnetic solenoid vibration feeder can easily finely adjust the discharge amount of the soil and soil reforming material by adjusting the electromagnetic cycle, thereby improving the quality of the soil and soil reforming material. It is an object of the present invention to provide a soil and sand reforming material supply device capable of finely adjusting the amount of a soil and sand modifying material to be added in accordance with the state of the excavated earth and sand and the use of the improved soil.

【0014】また、土砂改質材供給装置の内部に掘削土
砂と土砂改質材とを混合撹拌するため、一端部に偏心錘
を付設した撹拌羽根を有する撹拌用スクリューコンベア
を設けたので、撹拌羽根を備えた回転軸に振動を付加
し、土砂改質材に刺激を与え、土砂改質材がブリッジ現
象により排出が途切れることなくスムースに排出できる
ようにした土砂改質材供給装置を提供することを目的と
する。
Further, in order to mix and agitate the excavated earth and sand and the earth and sand modifying material inside the earth and sand modifying material supply device, a stirring screw conveyor having an agitating blade provided with an eccentric weight at one end is provided. Provided is a soil and sand reforming material supply device that applies vibration to a rotating shaft having blades to stimulate a soil and sand reforming material so that the sand and sand reforming material can be smoothly discharged without interruption due to a bridge phenomenon. The purpose is to:

【0015】[0015]

【課題を解決するための手段】上記の目的を達成するた
め、本発明の請求項1に記載の発明は、土砂改質装置の
土砂改質材供給装置において、前記土砂改質材供給装置
の底部の排出口に改質材供給量調整手段として電磁ソレ
ノイド振動フィーダを設け、該電磁ソレノイド振動フィ
ーダの電磁ソレノイドに印加する給電量を加減調整して
給電することにより前記排出口からの土砂改質材の供給
量を調整可能としたことを特徴とするものである。
In order to achieve the above object, an invention according to claim 1 of the present invention is directed to a soil and soil reforming material supply apparatus for a soil and sand reforming apparatus, wherein An electromagnetic solenoid vibration feeder is provided at the bottom outlet as a modifier supply amount adjusting means, and the amount of electric power applied to the electromagnetic solenoid of the electromagnetic solenoid vibration feeder is adjusted to supply power, whereby the soil and soil reforming from the outlet is controlled. The material supply amount can be adjusted.

【0016】また、上記の目的を達成するため、本発明
の請求項2に記載の発明は、土砂改質材供給装置の内部
に、投入された土砂改質材を撹拌するため、撹拌羽根が
設けられた回転軸をモータによって回転駆動されるよう
に設け、該撹拌羽根の一端部に偏心錘を付設したことを
特徴とするものである。
In order to achieve the above object, the invention according to a second aspect of the present invention is directed to an apparatus for supplying a soil and soil reforming material, in which a stirring blade is provided for stirring the injected soil and sand reforming material. The rotating shaft provided is provided so as to be driven to rotate by a motor, and an eccentric weight is attached to one end of the stirring blade.

【0017】[0017]

【発明の実施の形態】以下、本発明の土砂改質装置の土
砂改質材供給装置の実施の形態を図面によって説明す
る。図1は、本発明の土砂改質材供給装置の縦断面概略
図、図2は、本発明の土砂改質材供給装置のシュート排
出口の断面拡大図、図3、4、5は、図2のシュート排
出口に設けた電磁ソレノイド振動フィーダの作動状態図
である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a soil and sand reforming material supply apparatus of the earth and sand reforming apparatus of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic vertical cross-sectional view of a soil and soil reforming material supply device of the present invention, FIG. 2 is an enlarged cross-sectional view of a chute outlet of the soil and sand reforming material supply device of the present invention, and FIGS. It is an operation | movement state diagram of the electromagnetic solenoid vibration feeder provided in 2 chute discharge ports.

【0018】本発明の土砂改質装置の全体について説明
すると、先に図6で説明した従来の土砂改質装置と同
様、本発明の土砂改質装置は、篩装置1と土砂改質材供
給装置4と混合撹拌装置3とからなっている。そして更
に、篩装置1の下方から混合撹拌装置3の上部に亘っ
て、篩装置1の破砕装置によって破砕し篩装置によって
一定の大きさ以下となった篩下の掘削土砂を混合撹拌装
置3に搬送供給するためのベルトコンベア2が配置され
ており、そして、混合撹拌装置3の下部には、掘削土砂
と土砂改質材とが混合撹拌された再度資材として排出さ
れた改質土がベルトコンベア5の上に排出されて、スト
ックヤード6に搬送堆積され、路床等の掘削溝の改質再
生された埋め立て土砂としての再利用される。
To explain the whole of the soil and soil reforming apparatus of the present invention, the soil and sand reforming apparatus of the present invention is similar to the conventional soil and sand reforming apparatus described above with reference to FIG. It comprises a device 4 and a mixing and stirring device 3. Further, the excavated earth and sand under the sieve crushed by the crushing device of the sieving device 1 and reduced to a certain size or less by the sieving device from the lower portion of the sieving device 1 to the upper portion of the mixing and stirring device 3 to the mixing and stirring device 3. A belt conveyor 2 for carrying and feeding is arranged, and a modified soil discharged as a material, in which the excavated earth and sand and the soil modifying material are mixed and agitated, is again provided at a lower portion of the mixing and stirring device 3. The wastewater is discharged onto the stock yard 5, transported and deposited in the stock yard 6, and reused as a modified and reclaimed landfill for excavation trenches such as roadbeds.

【0019】次に、本発明の土砂改質装置の土砂改質材
供給装置について図1、2、3、4、5により説明する
と、符号4は土砂改質材供給装置で、上部、下部がそれ
ぞれ開口し下部が錘状に絞られた角筒状または円筒状に
形成され、これら角筒状または円筒状の筒状体を形成す
る周壁部7の上部開口部は、土砂改質材が供給される土
砂改質材供給口9を形成し、下部開口部は、土砂改質材
が排出される土砂改質材排出部8を形成する。そして、
土砂改質材排出部8の上部には、筒状の周壁部7の幅方
向に掛け渡される湾曲アーム状の攪拌羽根を備えた回転
軸16が設けられており、この攪拌羽根の一端部には、
偏心錘18が付設しており、該回転軸16はモータ17
によって回転駆動される。
Next, a description will be given of a soil and sand reforming material supply device of the earth and sand reforming device of the present invention with reference to FIGS. Each of the openings is formed in the shape of a rectangular cylinder or a cylinder whose lower part is squeezed into a pyramid shape, and the upper opening of the peripheral wall portion 7 forming the rectangular cylindrical or cylindrical cylindrical body is supplied with a soil and sand modifying material. And a lower opening forms an earth and sand reforming material discharge section 8 from which the earth and sand reforming material is discharged. And
A rotary shaft 16 having a curved arm-shaped agitating blade spanned in the width direction of the cylindrical peripheral wall portion 7 is provided at an upper portion of the soil and sand reforming material discharge portion 8. Is
An eccentric weight 18 is attached, and the rotating shaft 16 is
Is driven to rotate.

【0020】一方土砂改質材供給装置4の土砂改質材排
出部8には、該排出部8の開口縁部81、82に密着す
る状態で電磁ソレノイド振動フィーダ部20が取付けら
れている。符号19は電磁ソレノイド振動フィーダ部2
0を作動する電磁ソレノイド部である。
On the other hand, an electromagnetic solenoid vibration feeder section 20 is attached to the earth and sand reforming material discharge section 8 of the earth and sand reforming material supply device 4 so as to be in close contact with the opening edges 81 and 82 of the discharge section 8. Reference numeral 19 denotes an electromagnetic solenoid vibration feeder unit 2.
0 is an electromagnetic solenoid that operates.

【0021】電磁ソレノイド振動フィーダ部20は、芯
部22が被覆ゴム21によって被覆されて構成されてお
り、電磁ソレノイド振動フィーダ部20の芯部22は電
磁ソレノイド部19にアーム部材23を介して取付けら
れている。電磁ソレノイド部19への電源がオフの時に
は、電磁ソレノイド振動フィーダ部20は、土砂改質材
供給装置4の土砂改質材排出部8の開口縁部81、82
に密着し、該排出部8の排出口を閉塞している。
The electromagnetic solenoid vibration feeder 20 has a core 22 covered with a covering rubber 21. The core 22 of the electromagnetic solenoid vibration feeder 20 is attached to the electromagnetic solenoid 19 via an arm member 23. Have been. When the power to the electromagnetic solenoid unit 19 is turned off, the electromagnetic solenoid vibration feeder unit 20 opens the edge portions 81 and 82 of the earth and sand reforming material discharge unit 8 of the earth and sand reforming material supply device 4.
And closes the discharge port of the discharge section 8.

【0022】次に、電源のオンにより電磁ソレノイド部
19は作動して、電磁ソレノイド振動フィーダ部20
は、電磁ソレノイド部19のアーム部材23により土砂
改質材供給装置4の開口縁部82から隙間a分だけ下方
に下げられる(図3の記載参照)。そして、電磁ソレノ
イド振動フィーダ部20は隙間a分だけ下方に下げられ
た状態で隙間b分だけ前方に押し出され、この時電磁ソ
レノイド振動フィーダ部20の上に載っている土砂改質
材は前記隙間aから排出される(図4の記載参照)。そ
して更に、電磁ソレノイド振動フィーダ部20は隙間a
分だけ上方に上げられ土砂改質材供給装置4の開口縁部
82と密着(図5の記載参照)し、土砂改質材供給装置
4の排出口を閉塞し、次に、電磁ソレノイド振動フィー
ダ部20は隙間b分だけ後方に引かれて図2の状態に戻
る。
Next, when the power is turned on, the electromagnetic solenoid section 19 is operated, and the electromagnetic solenoid vibration feeder section 20 is operated.
Is lowered by the gap a from the opening edge 82 of the soil and sand reforming material supply device 4 by the arm member 23 of the electromagnetic solenoid unit 19 (see FIG. 3). Then, the electromagnetic solenoid vibration feeder unit 20 is pushed downward by the gap b while being lowered downward by the gap a, and at this time, the sediment modifying material placed on the electromagnetic solenoid vibration feeder unit 20 is removed by the gap. (a) (see FIG. 4). Further, the electromagnetic solenoid vibration feeder unit 20 is provided with a gap a
5 and is brought into close contact with the opening edge portion 82 of the soil and sand reforming material supply device 4 (see the description of FIG. 5), closes the discharge port of the earth and sand reforming material supply device 4, and then the electromagnetic solenoid vibration feeder. The part 20 is pulled backward by the gap b and returns to the state of FIG.

【0023】そして、このようなサイクルを高速で繰り
返しながら土砂改質材を前記隙間aから排出する。な
お、電磁ソレノイド振動フィーダ部20の振動サイクル
は、電磁ソレノイド部19への電源の周波数を加減調整
することによって任意の振動サイクルを得ることができ
る。
The earth and sand modifier is discharged from the gap a while repeating such a cycle at a high speed. The vibration cycle of the electromagnetic solenoid vibration feeder unit 20 can be obtained by adjusting the frequency of the power supply to the electromagnetic solenoid unit 19.

【0024】次に、本発明の土砂改質材供給装置4の機
能について説明すると、モータ17によって撹拌羽根を
備えた回転軸16は回転駆動され、この回転軸16の撹
拌羽根の回転によって土砂改質材供給装置4の内部に収
容されている土砂改質材は撹拌されるが、撹拌羽根を備
えた回転軸16の撹拌羽根の一端部に偏心錘18が付設
されているので、撹拌羽根を備えた回転軸16は偏心錘
18が付設されていない場合に比して、振幅幅を大きく
偏心振動させながら回転し、土砂改質材供給装置4の内
部に収容されている土砂改質材を撹拌し、土砂改質材供
給装置4の内部で土砂改質材がブリッジ現象を生じるこ
となく下方に送くることができる。
Next, the function of the soil modifier feeder 4 of the present invention will be described. The rotary shaft 16 provided with the stirring blade is rotated by the motor 17, and the rotation of the stirring blade of the rotary shaft 16 changes the soil and sand. The soil and sand modifying material contained in the material supply device 4 is stirred, but the eccentric weight 18 is attached to one end of the stirring blade of the rotating shaft 16 having the stirring blade. The provided rotary shaft 16 rotates while causing eccentric vibration with a large amplitude width as compared with the case where the eccentric weight 18 is not attached, and rotates the sediment-modified material accommodated in the soil-modified material supply device 4. With stirring, the soil and soil modifier can be sent downward without causing a bridging phenomenon inside the soil and soil modifier feeder 4.

【0025】また、撹拌羽根を備えた回転軸16の偏心
振動が土砂改質材供給装置4の周壁部7にも伝えられ、
土砂改質材供給装置4の全体に振動が付加されるので土
砂改質材供給装置4を揺さぶることになり、土砂改質材
供給装置4の内部の土砂改質材が更に下方への送りがよ
り促進される。
Further, the eccentric vibration of the rotary shaft 16 having the stirring blade is transmitted to the peripheral wall 7 of the soil and sand reforming material supply device 4,
Vibration is added to the whole of the soil and soil reforming material supply device 4, so that the soil and sand reforming material supply device 4 is shaken, and the soil and soil reforming material inside the soil and sand reforming material supply device 4 is further fed downward. More promoted.

【0026】また、土砂改質材供給装置4の土砂改質材
排出部8の排出口に送られてきた土砂改質材は、該排出
口を閉塞している電磁ソレノイド振動フィーダ部20に
よって混合撹拌装置3に供給されることはないが、該排
出口を閉塞している電磁ソレノイド振動フィーダ部20
の電磁ソレノイド部19へ給電することにより、電磁ソ
レノイド振動フィーダ部20は作動し、この電磁ソレノ
イド振動フィーダ部20の下方−前方−上方−後方への
振動サイクルに応じて、土砂改質材は、電磁ソレノイド
振動フィーダ部20と土砂改質材供給装置4の開口縁部
82との隙間aから混合撹拌装置3に供給されて、混合
撹拌装置3で篩装置1から搬入される掘削土砂と混合撹
拌される。
The sediment-modifying material sent to the discharge port of the sediment-modifying material discharge section 8 of the soil-modifying material supply device 4 is mixed by the electromagnetic solenoid vibration feeder section 20 closing the discharge port. Although not supplied to the stirring device 3, the electromagnetic solenoid vibration feeder unit 20 closing the discharge port is not provided.
By supplying power to the electromagnetic solenoid unit 19, the electromagnetic solenoid vibration feeder unit 20 operates, and according to the vibration cycle of the electromagnetic solenoid vibration feeder unit 20 downward, forward, upward, and backward, It is supplied to the mixing and stirring device 3 from the gap a between the electromagnetic solenoid vibration feeder unit 20 and the opening edge portion 82 of the soil and sand reforming material supply device 4, and is mixed with the excavated sediment carried in from the sieve device 1 by the mixing and stirring device 3. Is done.

【0027】土砂改質材供給装置4からの土砂改質材の
供給量は、前記下方への隙間a分と前方への隙間b分と
によって左右され、このサイクルは電磁ソレノイド部1
9への電源の周波数によって決定されるので、電源の周
波数を加減調整することにより、改質すべき掘削土砂の
状態と改良土の用途に対応して添加する土砂改質材の添
加量をきめ細かく調整することができる。また、土砂改
質材供給装置の底部の排出口に電磁ソレノイド振動フィ
ーダを取付けているので、従来の土砂改質材供給装置に
設けていたシャッター装置が不要となる。
The supply amount of the soil and sand modifier from the soil and sand modifier feeder 4 depends on the downward gap a and the forward gap b, and this cycle is performed by the electromagnetic solenoid unit 1.
9 is determined by the frequency of the power source, and by adjusting the frequency of the power source, the amount of the sediment modifying material to be added can be finely adjusted according to the condition of the excavated soil to be reformed and the use of the improved soil. can do. Further, since the electromagnetic solenoid vibration feeder is attached to the discharge port at the bottom of the soil and sand reforming material supply device, the shutter device provided in the conventional soil and sand reforming material supply device becomes unnecessary.

【0028】[0028]

【発明の効果】以上説明したように、本発明の土砂改質
材供給装置は、土砂改質材供給装置の底部のシュートの
排出口に電磁ソレノイド振動フィーダを取付け、この電
磁ソレノイド振動フィーダを電磁サイクルの調整によっ
て土砂改質材の排出量を簡単に微調整することができ、
これにより改質すべき掘削土砂の状態と改良土の用途に
対応して添加する土砂改質材の添加量を細かく調整する
ことができるようにし、従来の土砂改質材供給装置に設
けていたシャッター装置を不要とすることができると云
う効果を奏することができる。
As described above, the soil and soil modifier feeder of the present invention has an electromagnetic solenoid vibration feeder attached to the discharge port of the chute at the bottom of the soil and soil modifier feeder, and this electromagnetic solenoid vibration feeder is electromagnetically driven. By adjusting the cycle, it is possible to easily fine-tune the discharge amount of soil and soil modifier,
This makes it possible to finely adjust the amount of the added soil modifying material according to the condition of the excavated soil to be modified and the use of the improved soil, and the shutter provided in the conventional soil modifying material supply device is provided. The effect that the device can be eliminated can be obtained.

【0029】また、土砂改質材供給装置の内部に、一端
部に偏心錘を付設した撹拌羽根を備えた回転軸を設けた
ので該回転軸に振動を付加し、これによって土砂改質材
供給装置自体に振動を与え、土砂改質材供給装置の内部
に収容されている土砂改質材を撹拌すると共に、土砂改
質材供給装置4の内部で土砂改質材がブリッジ現象を生
じることなく下方に送ることができると云う効果を奏す
ることができる。
Further, since a rotary shaft having a stirring blade provided with an eccentric weight at one end is provided inside the soil and soil reforming material supply device, vibration is applied to the rotary shaft to thereby supply the soil and soil reforming material. Vibration is given to the device itself to agitate the sediment modifying material contained in the soil modifying material supply device, and the sediment modifying material does not cause a bridging phenomenon in the soil modification material supplying device 4. This has the effect of being able to be sent downward.

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

【図1】本発明の土砂改質材供給装置の縦断面概略図、FIG. 1 is a schematic vertical cross-sectional view of a soil and sand modifier feeder of the present invention;

【図2】本発明の土砂改質材供給装置のシュート排出口
の断面拡大図、
FIG. 2 is an enlarged cross-sectional view of a chute outlet of the soil and sand reforming material supply device of the present invention;

【図3】、FIG.

【図4】、FIG.

【図5】図2のシュート排出口に設けた電磁ソレノイド
振動フィーダの作動状態図、
5 is an operation state diagram of an electromagnetic solenoid vibration feeder provided at a chute discharge port of FIG. 2;

【図6】土砂改質装置の側面配置図、FIG. 6 is a side view of a soil and sand reforming apparatus,

【図7】従来の土砂改質材供給装置の縦断面概略図。FIG. 7 is a schematic longitudinal sectional view of a conventional earth and sand modifying material supply device.

【符号の説明】[Explanation of symbols]

1 篩装置、 2 ベルトコンベア、 3 混合撹拌装
置、4 土砂改質材供給装置、 5 ベルトコンベア、
6 ストックヤード、7 周壁部、 8 土砂改質材
排出部、 81 開口縁部、 82 開口縁部、9 土
砂改質材供給口、 10 シュート、11 撹拌用スク
リューコンベア、 12 スクリューコンベア、13
モータ、 14 モータ、 15 シャッター装置、1
6 撹拌羽根を備えた回転軸、 17 モータ、 18
偏心錘、19 電磁ソレノイド部、 20 電磁ソレ
ノイド振動フィーダ部、21 被覆ゴム、 22 振動
フィーダ部の芯部、 23 アーム部材。
1 sieve device, 2 belt conveyor, 3 mixing and stirring device, 4 earth and sand reforming material supply device, 5 belt conveyor,
6 Stock yard, 7 Perimeter wall, 8 Sediment reforming material discharge part, 81 Opening edge, 82 Opening edge, 9 Sediment modifying material supply port, 10 Chute, 11 Stirring screw conveyor, 12 Screw conveyor, 13
Motor, 14 motor, 15 shutter device, 1
6 rotating shaft with stirring blades, 17 motor, 18
Eccentric weight, 19 electromagnetic solenoid part, 20 electromagnetic solenoid vibration feeder part, 21 covering rubber, 22 core part of vibration feeder part, 23 arm member.

フロントページの続き (72)発明者 澤 一雅 東京都千代田区大手町2丁目6番2号 日 立建機株式会社内 (72)発明者 長崎 務 岡山県岡山市大供1丁目6番1−602号Continuation of the front page (72) Inventor Kazumasa Sawa 2-6-2 Otemachi, Chiyoda-ku, Tokyo Inside Nikko Construction Machinery Co., Ltd. (72) Inventor Tsutomu Nagasaki 1-6-1, Oto, Okayama-shi, Okayama Prefecture No. 602

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】土砂改質装置の土砂改質材供給装置におい
て、前記土砂改質材供給装置の底部の排出口に改質材供
給量調整手段として電磁ソレノイド振動フィーダを設
け、該電磁ソレノイド振動フィーダの電磁ソレノイドに
印加する給電量を加減調整して給電することにより前記
排出口からの土砂改質材の供給量を調整可能としたこと
を特徴とする土砂改質装置の土砂改質材供給装置。
1. An earth and sand reforming material supply device of an earth and sand reforming device, wherein an electromagnetic solenoid vibration feeder is provided as a reforming material supply amount adjusting means at a discharge port at a bottom portion of the earth and sand reforming material supply device. A supply amount of the soil modifying material from the discharge port can be adjusted by adjusting a power supply amount applied to the electromagnetic solenoid of the feeder to supply the electric power, and the earth and sand modifying material supply of the soil and sand reforming device is characterized in that apparatus.
【請求項2】前記土砂改質材供給装置の内部に、投入さ
れた土砂改質材を撹拌するため、撹拌羽根が設けられた
回転軸をモータによって回転駆動されるように設け、該
撹拌羽根の一端部に偏心錘を付設したことを特徴とする
請求項1に記載の土砂改質装置の土砂改質材供給装置。
2. A stirring shaft provided with a stirring blade provided in the interior of the earth and sand modifying material supply device so as to be rotatably driven by a motor in order to stir the introduced earth and sand modifying material. The earth and sand reforming material supply device of the earth and sand reforming apparatus according to claim 1, wherein an eccentric weight is attached to one end of the earth and sand reforming apparatus.
JP2000185600A 2000-06-21 2000-06-21 Sediment modifier supply device for sediment modifier Expired - Fee Related JP3677435B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000185600A JP3677435B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply device for sediment modifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000185600A JP3677435B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply device for sediment modifier

Publications (2)

Publication Number Publication Date
JP2002004328A true JP2002004328A (en) 2002-01-09
JP3677435B2 JP3677435B2 (en) 2005-08-03

Family

ID=18685905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000185600A Expired - Fee Related JP3677435B2 (en) 2000-06-21 2000-06-21 Sediment modifier supply device for sediment modifier

Country Status (1)

Country Link
JP (1) JP3677435B2 (en)

Also Published As

Publication number Publication date
JP3677435B2 (en) 2005-08-03

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