JPH10147950A - Mud dissolving device for soil in mud storage tank - Google Patents
Mud dissolving device for soil in mud storage tankInfo
- Publication number
- JPH10147950A JPH10147950A JP30823696A JP30823696A JPH10147950A JP H10147950 A JPH10147950 A JP H10147950A JP 30823696 A JP30823696 A JP 30823696A JP 30823696 A JP30823696 A JP 30823696A JP H10147950 A JPH10147950 A JP H10147950A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- mud
- attachment
- storage tank
- mud storage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Shovels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は建設工事におい
て、工事現場から発生する土壌を貯泥槽内で解泥処理す
るのに用いる貯泥槽内の土壌の解泥装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for demulling soil in a mud storage tank, which is used for demulling soil generated from a construction site in a mud storage tank during construction work.
【0002】[0002]
【従来の技術】近年、工事現場発生土などの土壌を、そ
のままあるいは加水して流動化させ、これに固化材など
を添加混合し、間詰め材や裏込め材として使用する、い
わゆる流動化処理工法が脚光をあびている。2. Description of the Related Art In recent years, a so-called fluidization treatment in which soil such as soil generated at a construction site is fluidized as it is or by adding water thereto, and a solidifying material is added and mixed therewith to be used as a filling material or backfill material. The construction method is in the limelight.
【0003】しかし、この工法は現場発生土などの土壌
には、大きな土塊や異物が含まれているため、どうして
も土壌の解泥という工程が必要となる。現在、解泥方法
の一般的なものの一つとして、一旦現場発生土などの土
壌を貯泥槽内にため、バックホウなどの建設機械に攪拌
装置やバケットなどのアタッチメントを取り付け、それ
により貯泥槽内の土壌を解泥する方法がおこなわれてい
る。[0003] However, in this method, since the soil such as the soil generated on site contains large lumps and foreign matters, a process of demulling the soil is absolutely necessary. At present, as one of the general methods of demudging, once a soil such as soil generated on site is stored in a mud storage tank, an attachment such as a stirrer or a bucket is attached to a construction machine such as a backhoe, and thereby the mud storage tank is installed. There is a method of demudifying the soil inside.
【0004】[0004]
【発明が解決しようとする課題】しかし、この方法では
建設機械の操作を作業員の経験と勘をもとにおこなうの
で、アタッチメントの攪拌・解泥装置が貯泥槽の側壁や
底盤に接触したり、また衝突したりして、アタッチメン
トを破損させたり貯泥槽を損傷させたりする問題があ
る。したがって、機械の操作にあたり細心の注意が必要
となり、それだけ作業員の精神的負担を大きくしてい
る。However, in this method, since the operation of the construction machine is performed based on the experience and intuition of the worker, the stirring and demulling device of the attachment comes into contact with the side wall and the bottom of the mud storage tank. Or a collision, damaging the attachment or damaging the storage tank. Therefore, great care is required in operating the machine, which increases the mental burden on the workers.
【0005】[0005]
【課題を解決するための手段】この発明はこれらの問題
を解決するためになされたものであり、解泥装置とし
て、建設機械に攪拌装置や、バケットなどのアタッチメ
ントを取付け、該アタッチメントで貯泥槽内の現場発生
土塊や搬入土塊等を解砕解泥する装置であって、前記ア
タッチメントの解泥装置部を囲繞するように保護枠体を
設けた貯泥槽内の土壌の解泥装置に構成したことであ
る。SUMMARY OF THE INVENTION The present invention has been made to solve these problems. As a mud-removing device, a stirrer or an attachment such as a bucket is attached to a construction machine. It is a device for crushing and demulling soil generated at the site, carried in lumps and the like in the tank, and is a device for crushing soil in a mud storage tank provided with a protective frame so as to surround the crushing device part of the attachment. That is the configuration.
【0006】また、前記アタッチメントの解泥装置部を
囲繞する保護枠体を、アタッチメントの基軸に取り付け
て貯泥槽内の土壌の解泥装置としたことである。[0006] Further, a protective frame surrounding the mud separator of the attachment is attached to a base shaft of the attachment to form a mud separator for soil in a mud storage tank.
【0007】さらに、保護枠体を前記解泥装置部と接触
しない大きさに構成されている貯泥槽内の土壌の解泥装
置としたことである。[0007] Further, the protective frame is a device for demulling soil in a mud storage tank having a size that does not make contact with the above-mentioned demulling device.
【0008】前記保護枠体は、土壌が自由に移動可能な
空隙部を有する枠体で形成されている貯泥槽内の土壌の
解泥装置としたことである。[0008] The protective frame is a device for demulling soil in a mud storage tank formed of a frame having a void portion in which soil can freely move.
【0009】この発明は上記とおりの構成としたので、
貯泥槽内の土壌を建設機械のアタッチメントの解泥装置
部で攪拌解砕する際に、アタッチメントに設けた保護枠
体の作用により解泥装置が直接貯泥槽の側壁や底盤に接
触したり衝突したりすることがなくなるので、アタッチ
メントを破損させたり、貯泥槽を損傷させたりするおそ
れがなく作業員の精神的負担を軽減することができる。
さらに土壌が保護枠体の空間部を通って移動することに
より、土壌へのせん断効果も付加されて効果的な解泥を
おこなうことができる。[0009] Since the present invention has the configuration as described above,
When the soil in the mud storage tank is stirred and crushed by the mud crushing device of the attachment of the construction machine, the protective frame provided on the attachment causes the crushing device to directly contact the side wall and bottom of the mud storage tank. Since there is no collision, there is no risk of damaging the attachment or damaging the mud storage tank, so that the mental burden on the worker can be reduced.
Further, since the soil moves through the space portion of the protective frame, a shearing effect on the soil is added, and effective mud crushing can be performed.
【0010】[0010]
【発明の実施の形態】この発明の実施の形態を図面に基
づて説明する。図1はこの発明の貯泥槽内の土壌の解泥
装置の一実施例を示す全体概略図、図2は同上のアタッ
チメントの概略斜視図、図3は同上の概略正面図、図4
は同上の概略側面図である。図1〜図4において、1は
建設機械、2は解泥装置部で、この解泥装置部は、攪拌
部4を装着したアタッチメント3を装備してなるもの
で、アタッチメント3の基軸3aに保護枠体5を取り付
けたものであるが、該保護枠体5は攪拌部4の攪拌作業
に支障がない状態で攪拌部4を囲繞して取り付け、ま
た、保護枠体5は土壌が自由に移動できる空間部6有し
ている構成としたものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is an overall schematic view showing one embodiment of the apparatus for demulling soil in a mud storage tank according to the present invention, FIG. 2 is a schematic perspective view of the attachment of the above, FIG. 3 is a schematic front view of the same, and FIG.
FIG. 2 is a schematic side view of the same. 1 to 4, reference numeral 1 denotes a construction machine, 2 denotes a mud separator, which is equipped with an attachment 3 equipped with a stirrer 4, and is protected on a base shaft 3 a of the attachment 3. The frame 5 is attached, but the protective frame 5 is attached so as to surround the stirring unit 4 in a state where the stirring operation of the stirring unit 4 is not hindered. The configuration has a space portion 6 that can be formed.
【0011】この様に構成した解泥装置部2を貯泥槽A
内にためられた土壌または泥水Dに挿入し、アタッチメ
ント3の解泥装置部を構成する攪拌部4を回転させ、必
要に応じ加水しながらアタッチメント3の上下動、前後
動および左右動を繰り返す通常の方法で解泥作業をおこ
なう。[0013] The thus constructed mud-removing device 2 is connected to a mud storage tank A.
Normally, it is inserted into the soil or muddy water D accumulated in the inside, and the stirring unit 4 constituting the mud separator of the attachment 3 is rotated, and the attachment 3 is repeatedly moved up and down, back and forth, and left and right while adding water as needed. Perform the demulsification work in the manner described above.
【0012】上記の作業中アタッチメント3の攪拌部4
を保護枠体5で囲繞してあるので、アタッチメントの攪
拌部4が、直接貯泥槽Aの側壁Bや底盤Cに触れること
がない。また、土壌が保護枠体5の空間部6を通って自
由に移動するので、土壌へのせん断効果が付加され、効
率的な解泥をおこなうことができる。貯泥槽A内の土壌
が解泥され、流動化したことを確認した後、解泥作業を
終了する。[0012] The stirring section 4 of the attachment 3 during the operation described above.
Is surrounded by the protective frame 5, so that the stirring part 4 of the attachment does not directly touch the side wall B or the bottom plate C of the mud storage tank A. In addition, since the soil moves freely through the space 6 of the protective frame 5, a shearing effect on the soil is added, and efficient mud removal can be performed. After confirming that the soil in the mud storage tank A has been pulverized and fluidized, the pulverization operation is terminated.
【0013】なお、本実施例では保護枠体5を格子状直
方体に構成したが、これに限定されるものではなく、保
護枠体5の大きさや形状、空間部6の大きさ形状など
は、この発明の精神を逸脱しない範囲で、種々変更でき
ることはいうまでもない。In this embodiment, the protection frame 5 is formed in a lattice-like rectangular parallelepiped. However, the present invention is not limited to this. The size and shape of the protection frame 5 and the size and shape of the space 6 are as follows. It goes without saying that various changes can be made without departing from the spirit of the present invention.
【0014】また、この発明の解泥装置は固化材スラリ
ーなどの流体を加えて、解泥と流動化処理土の作製を同
時におこなう工法や、ヘドロに固化材を添加してヘドロ
を固化処理する工法などの各種攪拌混合工法などに広く
使用することができる。[0014] Further, the deflocculating apparatus according to the present invention adds a fluid such as a solidifying material slurry to simultaneously carry out the deflocculation and the production of fluidized soil, or solidifies the sludge by adding the solidifying material to the sludge. It can be widely used for various stirring and mixing methods such as the method of construction.
【0015】[0015]
【発明の効果】この発明は上記の様な貯泥槽内の土壌の
解泥装置に構成したので、貯泥槽内の土壌をアタッチメ
ントの攪拌部で、貯泥槽内の土壌を攪拌解砕する際に、
アタッチメントに設けた保護枠体の作用により攪拌部
が、直接貯泥槽の側壁や底盤に接触したり、衝突したり
することがなくなり、したがって、アタッチメントの攪
拌部を破損させたり、貯泥槽を損傷させたりするおそれ
がないので作業員の精神的負担を軽減することができ
る。さらに土壌が保護枠体の空間部を通って移動するこ
とにより、また、枠体への土壌の衝突など、土壌へのせ
ん断効果も付加されて効果的な解泥をおこなうことがで
きる。As described above, the present invention is configured as the above-described apparatus for demulling the soil in the mud storage tank. Therefore, the soil in the mud storage tank is stirred and disintegrated by the stirrer of the attachment. When doing
The action of the protective frame provided on the attachment prevents the stirrer from directly contacting or colliding with the side wall or bottom plate of the mud storage tank, thus damaging the stirrer of the attachment or damaging the storage tank. Since there is no risk of damage, the mental burden on the worker can be reduced. Further, since the soil moves through the space of the protective frame, a shearing effect on the soil, such as the impact of the soil on the frame, is added, so that effective mud deflation can be performed.
【図1】この発明による貯槽内の土壌の土壌解泥装置の
一実施例を示す全体概略図である。FIG. 1 is an overall schematic diagram showing one embodiment of a soil de-pulping device for soil in a storage tank according to the present invention.
【図2】同上のアタッチメントの概略斜視図である。FIG. 2 is a schematic perspective view of the attachment.
【図3】同上の概略正面図である。FIG. 3 is a schematic front view of the same.
【図4】同上の概略側面図である。FIG. 4 is a schematic side view of the same.
1 建設機械 2 解泥装置部 3 アタッチメント 3a 基軸 4 攪拌部 4a 攪拌翼 5 保護枠体 6 空間部 A 貯泥槽 B 貯泥槽の側壁 C 貯泥槽の底盤 D 土壌または泥水 DESCRIPTION OF SYMBOLS 1 Construction machine 2 Mud decomposing device part 3 Attachment 3a Main shaft 4 Stirring part 4a Stirrer blade 5 Protective frame 6 Space A A mud storage tank B Side wall of a mud storage tank C Bottom plate of a mud storage tank D Soil or muddy water
Claims (4)
の解泥装置部を有するアタッチメントを取付け、該アタ
ッチメントの解泥装置部で貯泥槽内の現場発生土や搬入
土を解砕解泥する貯泥槽内の土壌の解泥装置の、前記ア
タッチメントの解泥装置部を囲繞するように保護枠体を
設けたことを特徴とする貯泥槽内の土壌の解泥装置。Attachment having a disintegrating device such as a stirrer or a bucket is attached to a construction machine, and the soil generated at the site in the mud storage tank or the carried-in soil is disintegrated by the disintegrating device of the attachment. A device for demulling soil in a mud storage tank, wherein a protective frame is provided so as to surround the demudging device portion of the attachment in the soil demulling device in the mud storage tank.
する保護枠体が、アタッチメントの基軸に取り付けられ
ていることを特徴とする請求項1記載の貯泥槽内の土壌
の解泥装置。2. The apparatus for demulling soil in a mud storage tank according to claim 1, wherein a protective frame surrounding the demulling unit of the attachment is attached to a base shaft of the attachment.
い大きさに構成されていることを特徴とする請求項1ま
たは2記載の貯泥槽内の土壌の解泥装置。3. The apparatus according to claim 1, wherein the protective frame has a size that does not make contact with the deflocculation unit.
な空隙部を有する枠体で形成されていることを特徴とす
る請求項1、2または3記載の貯泥槽内の土壌の解泥装
置。4. The soil in a mud storage tank according to claim 1, wherein the protective frame is formed of a frame having a cavity in which the soil can move freely. Mud separator.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30823696A JPH10147950A (en) | 1996-11-19 | 1996-11-19 | Mud dissolving device for soil in mud storage tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30823696A JPH10147950A (en) | 1996-11-19 | 1996-11-19 | Mud dissolving device for soil in mud storage tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10147950A true JPH10147950A (en) | 1998-06-02 |
Family
ID=17978581
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP30823696A Pending JPH10147950A (en) | 1996-11-19 | 1996-11-19 | Mud dissolving device for soil in mud storage tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10147950A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008063759A (en) * | 2006-09-05 | 2008-03-21 | Ryudoka Shori Koho Sogo Kanri:Kk | Manufacturing method for liquefied soil |
JP2009108581A (en) * | 2007-10-30 | 2009-05-21 | Penta Ocean Construction Co Ltd | Earth and sand impurity separating bucket and separating method |
JP2010159599A (en) * | 2009-01-09 | 2010-07-22 | National Agriculture & Food Research Organization | Fluidizing foundation construction method for underground structure |
JP2013100722A (en) * | 2013-03-07 | 2013-05-23 | National Agriculture & Food Research Organization | Fluidizing foundation construction method for underground structure |
JP2020133361A (en) * | 2019-02-26 | 2020-08-31 | 五洋建設株式会社 | Quality management method of viscous soil loosening treatment and system |
-
1996
- 1996-11-19 JP JP30823696A patent/JPH10147950A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008063759A (en) * | 2006-09-05 | 2008-03-21 | Ryudoka Shori Koho Sogo Kanri:Kk | Manufacturing method for liquefied soil |
JP2009108581A (en) * | 2007-10-30 | 2009-05-21 | Penta Ocean Construction Co Ltd | Earth and sand impurity separating bucket and separating method |
JP2010159599A (en) * | 2009-01-09 | 2010-07-22 | National Agriculture & Food Research Organization | Fluidizing foundation construction method for underground structure |
JP2013100722A (en) * | 2013-03-07 | 2013-05-23 | National Agriculture & Food Research Organization | Fluidizing foundation construction method for underground structure |
JP2020133361A (en) * | 2019-02-26 | 2020-08-31 | 五洋建設株式会社 | Quality management method of viscous soil loosening treatment and system |
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