JPS641609B2 - - Google Patents
Info
- Publication number
- JPS641609B2 JPS641609B2 JP9930484A JP9930484A JPS641609B2 JP S641609 B2 JPS641609 B2 JP S641609B2 JP 9930484 A JP9930484 A JP 9930484A JP 9930484 A JP9930484 A JP 9930484A JP S641609 B2 JPS641609 B2 JP S641609B2
- Authority
- JP
- Japan
- Prior art keywords
- stirring
- discharge pipe
- caking agent
- improved
- discharging
- 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
- 238000003756 stirring Methods 0.000 claims description 43
- 239000003795 chemical substances by application Substances 0.000 claims description 24
- 239000002689 soil Substances 0.000 claims description 22
- 238000004898 kneading Methods 0.000 claims description 15
- 238000007599 discharging Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 10
- 239000000126 substance Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 239000003814 drug Substances 0.000 description 4
- 229940079593 drug Drugs 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000013043 chemical agent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】
本発明は、軟弱地盤の改良工法、やゝ詳しく
は、撹拌軸と吐出管とを備える混練機を軟弱地盤
中に貫入させ、撹拌軸下部へ羽根を付設させて形
成させた混練機の撹拌部を回転させて、上記吐出
管から吐出された固結性薬剤を軟弱土と混練する
ことでその軟弱土を硬化させる軟弱地盤改良工法
に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for improving soft ground, and more specifically, a kneading machine equipped with a stirring shaft and a discharge pipe is penetrated into soft ground, and blades are attached to the lower part of the stirring shaft. The present invention relates to a method for improving soft ground, in which the stirring part of the kneader is rotated to mix the caking agent discharged from the discharge pipe with the soft soil, thereby hardening the soft soil.
従来この種地盤の改良工法としては、(1)固結性
薬剤を吐出させ乍ら、かつ撹拌部を回転させ乍ら
混練機を被改良部分に貫入させて、その薬剤と軟
弱土との混練を貫入時と引抜き時とに行う方法
と、(2)固結性薬剤を吐出させないで、軟弱土の撹
拌だけ行い乍ら混練機を貫入させ、引抜き時に固
結性薬剤を吐出させて該薬剤と軟弱土との混練を
行う方法とが知られている。 Conventional methods for improving this type of ground include: (1) discharging a caking agent and rotating the stirring section while penetrating the area to be improved with a kneader, and mixing the agent with the soft soil; (2) A method in which a kneading machine is inserted while only stirring the soft soil without discharging the caking agent, and the caking agent is discharged at the time of pulling out. A method of kneading soft soil with soft soil is known.
しかし、上記(1)の方法では、固結性薬剤と軟弱
土との混練を、貫入時と引抜き時との両工程で行
えるからその混練が確実である反面、固結性薬剤
混練による軟弱土の性状変化によつて、特に引抜
き時における機械的負荷が著しく増加し、よつて
混練機は大出力の駆動部を必要とすることとな
る。 However, in the method (1) above, the caking agent and soft soil can be mixed in both the penetration and withdrawal processes, so the mixing is reliable; Due to the change in properties, the mechanical load increases significantly, especially during drawing, and the kneading machine therefore requires a high-output drive section.
又固結性薬剤の吐出を、既述撹拌部の上方で行
つた場合は、被改良部分の最下層に撹拌だけが行
われて固結性薬剤の混練が行われていない未改良
部分を残すこととなる。 In addition, if the caking agent is discharged above the above-mentioned stirring section, an unimproved portion where only stirring is performed and no caking agent is kneaded is left at the bottom layer of the improved area. It happens.
上記(2)の方法では、固結性薬剤との混練を混練
機引抜き時に行うから、上記(1)の場合の軟弱土性
状変化の影響を受けないが、固結性薬剤と軟弱土
との混練を確実に行う必要上、既述撹拌部の上方
に上記薬剤の吐出管管口を設ける必要があり、従
つて被改良部分の最下層に、撹拌だけが行われて
上記薬剤の混練がなされていない未改良部分を残
すこととなる。このような未改良部分は改良地盤
沈下の原因となり、地盤構造上好ましいものでは
ない。 In the method (2) above, the caking agent is mixed with the soft soil when the kneading machine is pulled out, so it is not affected by the change in the soft soil properties in the case of (1) above. In order to ensure that the kneading is carried out reliably, it is necessary to provide a discharge tube orifice for the above-mentioned drug above the above-mentioned stirring section, and therefore, the above-mentioned drug is kneaded in the lowest layer of the part to be improved by only stirring. This will leave unimproved parts. Such unimproved areas cause subsidence of the improved ground, which is not desirable in terms of ground structure.
本発明は上記二方法の各欠点を除去するための
もので、固結性薬剤の吐出を行わないまゝ、軟弱
地盤の被改良部分の下端近くまで撹拌部回転によ
り貫入を行つた後、次いで撹拌軸下部に形成され
た撹拌部下方から固結性薬剤を吐出させ乍ら、か
つ撹拌部を回転させて吐出薬液と軟弱土とを混練
し乍ら被改良部分下端まで貫入させ、更に固結性
薬剤の吐出を撹拌部上方へ切換え、かつ撹拌部に
よりその薬剤と軟弱土とを混練させ乍ら混練機を
引抜きし、もつて被改良部分を最下層から最上層
まで改良できるよう設けたものである。 The present invention is intended to eliminate each of the drawbacks of the above two methods. After penetrating the soft ground to near the lower end of the part to be improved without discharging the consolidating agent, then While discharging the caking agent from below the stirring part formed at the bottom of the stirring shaft, the stirring part is rotated to knead the discharged chemical solution and the soft soil, while penetrating to the lower end of the area to be improved, and further solidifying. The device is designed so that the discharge of the chemical agent is switched to the upper part of the stirring section, and the mixing section is kneaded with the soft soil by the stirring section, while the kneading machine is pulled out, thereby improving the area to be improved from the bottom layer to the top layer. It is.
以下図面について説明する。 The drawings will be explained below.
本発明の実施には第2図に示すような混練機a
を用いる。該混練機は、複数本の撹拌軸1…が駆
動部3から減速機4を介して垂設させてあり、そ
の撹拌軸の下部には複数枚の羽根2を付設させて
撹拌部5が形成されている。その撹拌軸の間には
撹拌軸と平行に吐出管7が垂設されており、該吐
出管内を通つて固結性薬剤が吐出管下端の管口6
から吐出されるよう設けられている。 In carrying out the present invention, a kneading machine a as shown in FIG.
Use. The kneading machine has a plurality of stirring shafts 1 hanging vertically from a drive section 3 via a reducer 4, and a plurality of blades 2 attached to the lower part of the stirring shaft to form a stirring section 5. has been done. A discharge pipe 7 is vertically installed between the stirring shafts in parallel with the stirring shaft, and the caking agent passes through the discharge pipe to the pipe opening 6 at the lower end of the discharge pipe.
It is installed so that it is discharged from.
撹拌軸1も中空として吐出管を兼用させたもの
であり、最下位の羽根2に管口6′を穿設させて
いるが、兼用させない吐出管を別に設けてもよい
ことは云うまでもない。このようにして、下方の
管口6′は撹拌部5の下方に、又上方の管口6は
撹拌部の上方にそれぞれ位置させて設けておく。 The stirring shaft 1 is also hollow so that it also serves as a discharge pipe, and the lowest blade 2 is provided with a pipe opening 6', but it goes without saying that a separate discharge pipe that does not serve as such may also be provided. . In this way, the lower tube opening 6' is positioned below the stirring section 5, and the upper tube opening 6 is positioned above the stirring section.
本願発明は、第1図が示すように施工する。 The present invention is constructed as shown in FIG.
第1図Aが示すように、混練機aを被改良部分
bの下端近くまで、撹拌部を回転させ乍ら、かつ
固結性薬剤は吐出させないまゝ貫入させる。該位
置から、下方の吐出管管口6′から固結性薬剤を
吐出させ乍ら、かつ撹拌部を回転させて吐出薬液
と軟弱土とを混練させ乍ら混練機を更に被改良部
分の最下層の深さL′だけ貫入させる。次いで同図
B,Cが示すように下方の吐出管管口6′からの
固結性薬剤の吐出を停止させ、上方の吐出管管口
6から固結性薬剤を吐出させ乍ら、かつ撹拌部を
回転させ乍ら混練機を同図Dが示すように引抜
き、もつて最下層から最上層までの被改良部分軟
弱土に固結性薬剤を混練して地盤改良する。上記
最下層の改良は確実に行うことが必要であり、撹
拌部および吐出管を数回上下動させて、該最下層
における固化性薬剤と軟弱土とを確実に混練する
ことは望ましいことである。 As shown in FIG. 1A, the kneader a is penetrated into the portion to be improved b near the lower end while rotating the stirring section and without ejecting the caking agent. From this position, while discharging the caking agent from the lower discharge pipe opening 6' and rotating the stirring section to mix the discharged chemical solution and the soft soil, the kneader is further moved to the top of the part to be improved. Penetrate by depth L′ of the lower layer. Next, as shown in FIGS. B and C, the discharging of the solidifying drug from the lower discharge pipe opening 6' is stopped, and while the solidifying medicine is being discharged from the upper discharge pipe opening 6, stirring is continued. While rotating the kneader, the kneader is pulled out as shown in Fig. D, and the soil is improved by kneading a consolidating agent into the soft soil to be improved from the bottom layer to the top layer. It is necessary to reliably improve the bottom layer, and it is desirable to move the stirring section and discharge pipe up and down several times to reliably mix the solidifying agent and soft soil in the bottom layer. .
以上述べたところから明白であるように、本発
明では、被改良部分最下層の改良を、撹拌部の上
位と下位とに管口を設けた複数の吐出管を有する
混練機を用いて、撹拌部下位の管口から固結性薬
剤を吐出させ、かつ最下層において撹拌部を回転
させて該最下層軟弱土と地盤とを混練して行うか
ら、その改良を確実かつ容易に行うことが出来、
従つて従来のように撹拌だけが行われて薬剤との
混練が行われていない未改良部分が改良地盤下端
に残ることがなく、よつて地盤沈下のおそれが少
なく、最下層よりも上方層軟弱土の改良は、撹拌
部上位の管口から固結性薬剤を吐出させ、かつ撹
拌部を回転させて混練させ乍ら混練機を引抜いて
行うから、薬剤を混練させた軟弱土の性状変化に
よる影響が極めて少く、よつて機械的負荷を減少
でき、混練機の動力も小さくすることが出来る。 As is clear from the above, in the present invention, the improvement of the lowest layer of the part to be improved is achieved by stirring using a kneader having a plurality of discharge pipes with pipe ports provided above and below the stirring section. The improvement can be carried out reliably and easily because the caking agent is discharged from the pipe opening at the bottom of the section, and the stirring section is rotated in the lowest layer to mix the soft soil in the lowest layer and the ground. ,
Therefore, the unimproved part that is only stirred and not mixed with chemicals as in the past does not remain at the bottom of the improved soil, and there is less risk of ground subsidence, and the upper layer is softer than the bottom layer. Soil improvement is carried out by discharging a caking agent from the pipe opening above the stirring section, rotating the stirring section to mix it, and then pulling out the kneading machine, so that changes in the properties of the soft soil that has been mixed with the agent can occur. The influence is extremely small, so the mechanical load can be reduced and the power of the kneading machine can also be reduced.
第1図A〜Dは、本発明の実施例を施工順に示
す略解図、第2図は本発明工法に用いる混練機の
一例を示す略解図である。
a……混練機、b……被改良部分、b′……被改
良部分の最下層、G……軟弱地盤、L……撹拌部
の長さ、L′……被改良部分最下層の深さ、l……
被改良部分の全深度、1……撹拌軸、2……羽
根、3……駆動部、4……減速機、5……撹拌部
分、6,6′……吐出管管口、7……吐出管。
FIGS. 1A to 1D are schematic diagrams showing examples of the present invention in the order of construction, and FIG. 2 is a schematic diagram showing an example of a kneading machine used in the construction method of the present invention. a... Kneading machine, b... Area to be improved, b'... Bottom layer of the area to be improved, G... Soft ground, L... Length of stirring section, L'... Depth of the bottom layer of the area to be improved. S-l...
Total depth of the part to be improved, 1... Stirring shaft, 2... Vane, 3... Drive section, 4... Reducer, 5... Stirring part, 6, 6'... Discharge pipe mouth, 7... discharge pipe.
Claims (1)
盤中に貫入させ、撹拌軸下部の羽根付き部分が形
成する撹拌部を回転させて、上記吐出管から吐出
された固結性薬剤を軟弱土と混練することで行う
軟弱地盤改良工法において、上記吐出管を複数設
けて一部吐出管の管口は上記撹拌部の下方位置
に、残りの吐出管の管口は撹拌部の上方位置に、
それぞれ位置させておき、固結性薬剤を吐出させ
ないまま、上記撹拌部および吐出管を軟弱地盤被
改良部分の下端近くまで撹拌部回転により貫入さ
せ、該位置からは上記下方の吐出管管口から固結
性薬剤を吐出させ乍ら、かつ撹拌部を回転させて
吐出薬液と軟弱土とを混練し乍ら撹拌部および吐
出管を被改良部分下端まで貫入させ、次いで下方
吐出管管口からの吐出を停止させると共に上方吐
出管管口から固結性薬剤を吐出させて、該固結性
薬剤を軟弱土と混練し乍ら混練機を引上げし、も
つて被改良部分の最下層から最上層までを全て改
良させることを特徴とする軟弱地盤改良工法。1 A kneader equipped with a stirring shaft and a discharge pipe is penetrated into soft ground, and the stirring part formed by the bladed part at the bottom of the stirring shaft is rotated to soften the caking agent discharged from the discharge pipe. In the soft ground improvement method performed by mixing with soil, a plurality of the above discharge pipes are provided, and the mouths of some of the discharge pipes are located below the stirring section, and the mouths of the remaining discharge pipes are located above the stirring section. ,
The stirring part and the discharge pipe are rotated to penetrate the stirring part and the discharge pipe to near the lower end of the soft ground area to be improved without discharging the caking agent, and from this position, from the lower discharge pipe opening. While discharging the caking agent, the stirring section is rotated to knead the discharged chemical solution and the soft soil.The stirring section and the discharge pipe are penetrated to the lower end of the part to be improved, and then from the lower discharge pipe opening. At the same time as discharging is stopped, a caking agent is discharged from the upper discharge pipe opening, and the caking agent is kneaded with the soft soil while the kneading machine is pulled up, and the mixture is mixed from the bottom layer to the top layer of the area to be improved. This is a soft ground improvement method that is characterized by improving all areas.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9930484A JPS605911A (en) | 1984-05-16 | 1984-05-16 | Soft ground improvement work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9930484A JPS605911A (en) | 1984-05-16 | 1984-05-16 | Soft ground improvement work |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51070216A Division JPS6044451B2 (en) | 1976-06-14 | 1976-06-14 | Ground improvement method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS605911A JPS605911A (en) | 1985-01-12 |
| JPS641609B2 true JPS641609B2 (en) | 1989-01-12 |
Family
ID=14243886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9930484A Granted JPS605911A (en) | 1984-05-16 | 1984-05-16 | Soft ground improvement work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS605911A (en) |
-
1984
- 1984-05-16 JP JP9930484A patent/JPS605911A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS605911A (en) | 1985-01-12 |
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