JPS5843521B2 - Traveling ground improvement agent mixing device - Google Patents
Traveling ground improvement agent mixing deviceInfo
- Publication number
- JPS5843521B2 JPS5843521B2 JP8382879A JP8382879A JPS5843521B2 JP S5843521 B2 JPS5843521 B2 JP S5843521B2 JP 8382879 A JP8382879 A JP 8382879A JP 8382879 A JP8382879 A JP 8382879A JP S5843521 B2 JPS5843521 B2 JP S5843521B2
- Authority
- JP
- Japan
- Prior art keywords
- mixing
- soil
- ground
- improvement agent
- mixing device
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】
、この発明は埋立地等の軟弱な地盤、あるいは湖底や海
底にヘドロ等が堆積した地盤等に地盤改良剤を混合する
装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for mixing a ground improvement agent into soft ground such as a reclaimed land, or into ground where sludge or the like has accumulated on the bottom of a lake or the ocean floor.
その目的は、深層の地盤に短期に作業能率よく地盤改良
剤を混合することのできる装置を提案するにある。The purpose is to propose a device that can efficiently mix soil improvement agents into deep ground in a short period of time.
軟弱地盤に地盤改良剤をその深層まで注入する方法とし
ては、例えば先端に攪拌翼を備えた注入鋼管を地盤に建
込み、これを上方に引上げつつ注入管内を経由して改良
剤を先端から地盤中に圧入し、同時に先端の攪拌翼によ
り、土壌と改良剤を攪拌混合し深層に達する地盤を改良
するものがある。A method of injecting a soil improvement agent deep into soft ground is, for example, by erecting an injection steel pipe with a stirring blade at the tip into the ground, pulling it upwards, and injecting the improvement agent from the tip into the ground through the inside of the injection pipe. There is one that improves the ground that reaches deep layers by press-fitting the soil and mixing it with the soil using a stirring blade at the tip.
この工法においては、1回の注入鋼管の建込みによって
改良し得る地盤面積は、攪拌翼によって攪拌混合できる
範囲である。In this construction method, the ground area that can be improved by one injection of steel pipe is within the range that can be stirred and mixed by the stirring blade.
このため注入鋼管の建込みと引抜きを繰返して移動し所
要面積の地盤を改良せねばならず多大の工数を必要とす
る。For this reason, it is necessary to repeatedly erect and pull out the injected steel pipes and move them to improve the ground in the required area, which requires a large amount of man-hours.
また、改良剤は注入管を上下方向に移動させつつ深層よ
り浅層にわたり注入するので注入速度が遅く注入時間が
長くなる欠点があった。Furthermore, since the improving agent is injected from the deep layer to the shallow layer while moving the injection tube in the vertical direction, there is a drawback that the injection speed is slow and the injection time is long.
この発明は、上記のごとき改良剤注入混合の問題点を解
消した装置である。The present invention is an apparatus that solves the above problems of injection and mixing of improvers.
以下この装置を図示する実施例の装置により説明する。This apparatus will be explained below using the apparatus of the illustrated embodiment.
第1図、第2図、第3図はこの混合装置の構造を示すも
のである。FIGS. 1, 2, and 3 show the structure of this mixing device.
この装置は、断面が対向する2辺が平行な直線でこれと
直角方向の2辺が半円で略O型をなした所要長さの改良
剤混合管1の内部に長さ方向に泊って攪拌翼2を有する
2本の平行な回転軸3が装着してあり、図のごとく対向
した平行な側壁には長さ方向に泊って2つの竪長の開口
部4,4が設けである。This device is installed longitudinally inside a improver mixing tube 1 of a required length, the cross section of which is approximately O-shaped with two parallel straight sides and two perpendicular sides being semicircular. Two parallel rotating shafts 3 having stirring blades 2 are attached, and as shown in the figure, two vertical openings 4, 4 are provided in opposing parallel side walls in the length direction.
2つの回転軸3は2つの開口部4,4方向と直交する方
向に並列に並び、攪拌翼2は回転軸3の長さ方向所定の
間隔をもって多段に取付けてあり、各段は放射方向に張
出した4枚の攪拌翼2を有している。The two rotating shafts 3 are arranged in parallel in a direction orthogonal to the two openings 4, and the stirring blades 2 are installed in multiple stages at predetermined intervals in the length direction of the rotating shaft 3, with each stage arranged in a radial direction. It has four protruding stirring blades 2.
攪拌翼2の回転半径は2本の回転軸3の軸芯間距離の半
分より長いが、取付位置を相互にずらしてあり、攪拌翼
2が相互に接触することはない。Although the rotation radius of the stirring blades 2 is longer than half the distance between the axes of the two rotating shafts 3, the mounting positions are shifted from each other, so that the stirring blades 2 do not come into contact with each other.
また回転軸3には各段の攪拌翼2取付位置の間に4つの
改良剤噴出孔5が設けである。Further, the rotating shaft 3 is provided with four improver injection holes 5 between the mounting positions of the stirring blades 2 at each stage.
この装置は以上の構成よりなり、これを用いて地盤を改
良する状態を第4図の実症例により説明する。This device has the above-mentioned configuration, and the state in which the ground is improved using this device will be explained using the actual case shown in FIG. 4.
この実施例は水面下のヘドロ地盤6を改良するもので、
水面上の作業船7にはリーダー支柱8およびこれに摺接
して上下に昇降する補助リーダー9を有し、その下端部
に駆動装置10が懸吊固定されている。This embodiment is to improve the sludge ground 6 below the water surface.
The work boat 7 on the water surface has a leader column 8 and an auxiliary leader 9 that slides up and down in sliding contact with the leader column 8, and a drive device 10 is suspended and fixed to the lower end thereof.
そして駆動装置10に下方に突出して混合装置11が取
付けである。A mixing device 11 is attached to the drive device 10 and protrudes downward.
この混合装置11は、補助リーダー9を降下させて、基
端部を残し大部分をヘドロ地盤6中に圧入され、その先
端はヘドロ地盤6の所要の深さに達している。This mixing device 11 is press-fitted into the sludge ground 6 by lowering the auxiliary leader 9, leaving only the base end, and its tip reaches the required depth of the sludge ground 6.
この状態において、駆動装置10を作動し2本の回転軸
3,3を相互に反対方向に回転させ同時に回転軸3内を
経由して噴出口5より改良剤を混合管1内に噴出する。In this state, the drive device 10 is operated to rotate the two rotating shafts 3 in mutually opposite directions, and at the same time, the improving agent is injected into the mixing tube 1 from the spout 5 via the rotating shaft 3.
ヘドロ地盤6は攪拌翼2,2が相反する方向に回転する
ので一方の開口部4より混合管1内に取込まれ攪拌翼2
によって攪拌されるとともに、噴出する改良剤と混合さ
れ、混合したヘドロ地盤6は他方の開口部4から混合管
1外に排出される。Since the stirring blades 2 and 2 rotate in opposite directions, the sludge soil 6 is taken into the mixing pipe 1 through one opening 4, and the stirring blade 2
The mixed sludge ground 6 is stirred by the sludge and mixed with the ejecting improving agent, and is discharged from the other opening 4 to the outside of the mixing pipe 1.
混合管1にはヘドロ地盤6が一方の開口部4より取込ま
れ、対向する他方の開口部4より排出されるので、その
反力によって取込み側聞口部4方向に力が作用し、混合
装置11は作業船7と一体となって走行する。The sludge soil 6 is taken into the mixing pipe 1 through one opening 4 and discharged through the other opening 4, so the reaction force acts in the direction of the intake side opening 4, causing the mixing The device 11 travels together with the work boat 7.
そして、連続してヘドロ地盤6を移動し、所要深さの深
層より浅層にわたる間を同時に攪拌し、改良剤を混合し
て改良してゆく。Then, the sludge ground 6 is continuously moved and simultaneously stirred between the deep layer and the shallow layer of the required depth, and the improving agent is mixed and improved.
この発明の混合装置11は前記実施例のほか、例えば、
第5図のごとく、2本の回転軸3,3に相互に噛合う長
さ方向に長い翼12.12を取付け、これを攪拌翼とす
ることもできる。In addition to the above embodiments, the mixing device 11 of the present invention includes, for example,
As shown in FIG. 5, blades 12, 12 which are long in the longitudinal direction and mesh with each other can be attached to the two rotating shafts 3, 3, and these can be used as stirring blades.
この実施例は水面下の地盤の改良例であるが、露出した
軟弱地盤の場合においても、例えば地盤上に2条の帯状
平板を置き、この上に混合装置および駆動装置を支持す
る走行可能な架台を載せ、走行しつつ地盤を連続して改
良することができる。This example is an example of improving the ground below the water surface, but even in the case of exposed soft ground, for example, two strip-shaped flat plates are placed on the ground, and on top of this, a movable platform supporting the mixing device and the driving device is placed. It is possible to carry out continuous improvement of the ground while moving on a platform.
この発明は以上の通りであって、この混合装置は軟弱地
盤を深層にわたり同時に、かつ、自ら走行して新しい地
盤を連続して攪拌し改良剤を混合し地盤を改良してゆく
ことができる。The present invention is as described above, and the mixing device is capable of simultaneously moving through soft ground at a deep level and moving on its own to continuously stir new ground and mix the improving agent to improve the ground.
従来の、注入管を上下に移動させて深層より浅層を順次
改良し、さらに注入管を引抜き移動させて新しい地盤の
改良に移るものに比べ、深さ方向が同時に、水平方向は
連続して改良処理できるので、工期、工数の低減が図り
得てコストの大幅低下が遠戚できる。Compared to the conventional method of moving the injection pipe up and down to improve the shallow layer from the deep layer, and then pulling out the injection pipe and moving it to improve the new ground, it is possible to improve the ground at the same time in the depth direction and continuously in the horizontal direction. Since improved processing can be performed, the construction period and man-hours can be reduced, leading to a significant reduction in costs.
図面はこの発明の実施例を示すものであって、第1図は
この混合装置の横断面図、第2図、第3図はA−Aおよ
びB−B断面図、第4図はこの混合装置を用いた櫂工状
態の全体側面図、第5図は相互に噛合う歯車を攪拌翼と
した混合装置の変形例の横断面図である。
1・・・・・・混合管、2・・・・・・攪拌翼、3・・
・・・・回転軸、4・・・・・・開口部、5・・・・・
・噴出孔、6・・・・・・ヘドロ地盤、7・・・・・・
作業船、8・・・・・・リーダー支柱、9・・・・・・
補助リーダー、10・・・・・・駆動装置、11・・・
・・・混合装置、12・・・・・・噛合い翼。The drawings show an embodiment of the present invention, and FIG. 1 is a cross-sectional view of this mixing device, FIGS. 2 and 3 are sectional views taken along A-A and B-B, and FIG. FIG. 5 is an overall side view of the device in a paddle-working state, and a cross-sectional view of a modified example of the mixing device in which the stirring blades are interlocking gears. 1... Mixing tube, 2... Stirring blade, 3...
...Rotation axis, 4...Opening, 5...
・Blowout hole, 6...Sludge ground, 7...
Work boat, 8...Leader prop, 9...
Auxiliary reader, 10... Drive device, 11...
...mixing device, 12...meshing blades.
Claims (1)
の改良剤混合管内に、攪拌翼を有する2本の平行な回転
軸を混合管長さ方に泊い装着してなり、地中において、
前記回転軸は相反する方向に回転し、向い合った一方の
開口部から土壌を前記混合管内に取込み、この土壌を攪
拌して混合管内に供給した土壌改良剤と混合し、この混
合土壌を他方の開口部から排出し、この反力によって地
中を走行し連続して地盤改良剤の混合を可能となしであ
ることを特徴とする走行式地盤改良剤混合装置。1. Two parallel rotary shafts with stirring blades are installed in the lengthwise direction of the mixing pipe in the improving agent mixing pipe of the required length with openings facing each other on the opposing side walls, and the mixing pipe is installed underground. ,
The rotating shafts rotate in opposite directions, take soil into the mixing tube from one opening facing each other, stir this soil and mix it with the soil conditioner supplied into the mixing tube, and transfer this mixed soil to the other side. 1. A traveling type ground improvement agent mixing device, characterized in that the device discharges the soil improvement agent from an opening, travels underground by the reaction force, and is capable of continuously mixing the soil improvement agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8382879A JPS5843521B2 (en) | 1979-07-02 | 1979-07-02 | Traveling ground improvement agent mixing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8382879A JPS5843521B2 (en) | 1979-07-02 | 1979-07-02 | Traveling ground improvement agent mixing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS569518A JPS569518A (en) | 1981-01-31 |
| JPS5843521B2 true JPS5843521B2 (en) | 1983-09-27 |
Family
ID=13813546
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8382879A Expired JPS5843521B2 (en) | 1979-07-02 | 1979-07-02 | Traveling ground improvement agent mixing device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5843521B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS598823A (en) * | 1982-07-01 | 1984-01-18 | Kazuharu Fujito | Method and apparatus for agitation for ground improvement |
| ITTO20050503A1 (en) * | 2005-07-22 | 2007-01-23 | Soilmec Spa | DEVICE AND METHOD OF MIXTURE OF LAND ON THE SITE FOR THE FORMATION OF UNDERGROUND WALLS OR DIAPHRAGMS. |
-
1979
- 1979-07-02 JP JP8382879A patent/JPS5843521B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS569518A (en) | 1981-01-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS5843521B2 (en) | Traveling ground improvement agent mixing device | |
| JPH03125712A (en) | Poor subsoil improvement method and device | |
| JPH0115653B2 (en) | ||
| JPS60258320A (en) | Method and device of improving soft ground | |
| JPS6342046B2 (en) | ||
| JPS5940969B2 (en) | Method and device for stably solidifying the inside of a soft soil layer to construct a continuously hardened structure | |
| JPS6350489B2 (en) | ||
| JPH06136741A (en) | Ground improving method and its device | |
| CN212978788U (en) | Subway shield constructs construction water silt mixing stirring device | |
| JPH0347366B2 (en) | ||
| JPH0220715A (en) | Creation device using ground improving material | |
| JPS6044451B2 (en) | Ground improvement method | |
| US4120163A (en) | Soil treatment | |
| JPH0827775A (en) | Three shaft type soil continuous wall construction method | |
| JPH08144263A (en) | Soil improvement method | |
| JPH0545624Y2 (en) | ||
| JPH07113228A (en) | Soil improving stirring device | |
| JPH0674628U (en) | Underwater ground improvement device equipped with a pollution diffusion prevention device | |
| JPH06193047A (en) | Ground construction device | |
| JPS5837234A (en) | Excavator | |
| JPH072532U (en) | Multi-axis auger machine with guide plate | |
| JPH0448892B2 (en) | ||
| JP3058135U (en) | Continuous underground wall construction equipment | |
| JP6120721B2 (en) | Improvement device and improvement method for non-cut-off side of sheet pile | |
| JPS598823A (en) | Method and apparatus for agitation for ground improvement |