JPS5825130B2 - Soft ground improvement method and equipment - Google Patents
Soft ground improvement method and equipmentInfo
- Publication number
- JPS5825130B2 JPS5825130B2 JP753289A JP328975A JPS5825130B2 JP S5825130 B2 JPS5825130 B2 JP S5825130B2 JP 753289 A JP753289 A JP 753289A JP 328975 A JP328975 A JP 328975A JP S5825130 B2 JPS5825130 B2 JP S5825130B2
- Authority
- JP
- Japan
- Prior art keywords
- rod
- casing
- rotating rod
- soft ground
- stirring blades
- 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)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
この発明は、回転自在のケーシングロッドと攪拌のみの
回転ロッドとによって、有効的に各種の硬化剤を地盤中
に供給攪拌しながら効率よく平均に土壌を改良せしめる
軟弱地盤改良工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION This invention uses a rotatable casing rod and a rotating rod that only stirs to effectively supply various hardening agents into the ground and improve the soil efficiently and uniformly while stirring. This relates to improved construction methods.
従来この種の軟弱地盤に於ける造成方法は、例えば、特
公昭48−25768号の如く、回転ロッドの下端に噴
射孔と収納自在な攪拌翼を取付せしめ、所定の深さまで
沈降し、この回転ロッドを引上げると共に回転ロッド内
の硬化剤を側方に噴射させると共に、ロッドに設けた攪
拌翼を開かしめて土壌と硬化剤とを混合しながら上昇運
動する、噴射及び攪拌兼用のものも散見される。Conventionally, the method of creating this type of soft ground, as in Japanese Patent Publication No. 48-25768, involves attaching an injection hole and retractable stirring blades to the lower end of a rotating rod, sinking to a predetermined depth, and rotating the rod. There are some devices that can be used for both injection and stirring, as the rod is pulled up and the hardening agent inside the rotating rod is jetted sideways, and the stirring blades installed on the rod are opened to move upward while mixing the soil and hardening agent. Ru.
然し、この場合は、一本のロッドによって硬化剤を噴射
し、攪拌翼で混合しながらロッドを引揚げるので、回転
ロッドの引揚げ速度によって混合が不゛充分となる恐れ
がある欠点と、回転ロッドをゆっくり引揚げれば施工時
間を著しく要すると共に、施工後に硬度のバラツキが多
く生じると云う欠点がある。However, in this case, the curing agent is injected with a single rod and the rod is lifted up while being mixed with a stirring blade, so there is a drawback that mixing may not be sufficient depending on the lifting speed of the rotating rod, and the If the rod is pulled up slowly, there are disadvantages in that it takes a considerable amount of time for construction and that there are many variations in hardness after construction.
また、このものでは、回転ロッドの下方に噴射部分と攪
拌翼装置とを同時に構成するため、構造が大変複雑とな
る欠点と、構造が大変大型であり、操作が面倒であると
共に故障し易い等の欠点がある。In addition, since the injection part and the stirring blade device are configured at the same time under the rotating rod, the structure is very complicated, and the structure is very large, making it troublesome to operate and easy to break down. There are drawbacks.
この発明は上述の各欠点を解決せしめたもので、その主
たる構成とする所は、硬化剤を圧入するケーシングロッ
ドと下方に攪拌翼を設けた回転ロッドとからなる軟弱地
盤改良工法に於いて、前記ケーシングロッドの軸内に同
心円状となるように回転ロッドを挿通し、その回転ロッ
ドの下端部に開閉自在で拡開状態では該ケーシングロッ
ドの径より大径となる攪拌翼を有し、このケーシングロ
ッドと回転ロッドとが昇降時に於いて、ケーシングロッ
ドの挿入部より圧送した地盤改良硬化材を下方の排出部
より圧入すると共に、回転ロッドの下方に設けた複数個
の該攪拌翼を回転し、軟弱地盤とをよく攪拌混合して地
中に大径の改良土柱を造成することを特徴とする軟弱地
盤改良工法に関するものである。This invention has solved the above-mentioned drawbacks, and its main components are a soft ground improvement method consisting of a casing rod into which a hardening agent is press-fitted and a rotating rod with stirring blades provided below. A rotating rod is inserted concentrically into the shaft of the casing rod, and has stirring blades at the lower end of the rotating rod that can be opened and closed and have a diameter larger than the diameter of the casing rod in the expanded state. When the casing rod and the rotating rod move up and down, the soil improvement hardening material that was pumped through the insertion part of the casing rod is press-fitted from the lower discharge part, and the plurality of stirring blades provided below the rotating rod are rotated. This invention relates to a method for improving soft ground, which is characterized by creating large-diameter improved soil columns underground by thoroughly stirring and mixing the soil with soft ground.
従って、この発明によれば、硬化剤の圧送量及び中空ロ
ッドとの回転数等を自由に調整が可能となり、地盤に対
応した施工速度を効率よくできる効果がある。Therefore, according to the present invention, it is possible to freely adjust the amount of hardening agent pumped, the rotation speed of the hollow rod, etc., and there is an effect that the construction speed corresponding to the ground can be efficiently adjusted.
また、ケーシングロッドと中空ロッドを大小自由に選定
できる優れた特性と、ケーシングロッドは硬化剤を回転
しながら注出圧送するのみであるから、硬化剤の供給は
確実であって土質との混合が平均になされ、硬度のバラ
ツキは充分に解消される等の効果がある。In addition, the casing rod and hollow rod have the excellent ability to be freely selected in size, and the casing rod only pours out and pressure-feeds the hardening agent while rotating, so the hardening agent is reliably supplied and does not mix with the soil. The hardness is averaged, and there are effects such as sufficiently eliminating variations in hardness.
そして、全体の構造を極力小型化できると共にケーシン
グロッドと回転ロッドとの駆動機構を共に兼用でき、大
変に経済的となる効果もある。Moreover, the overall structure can be made as small as possible, and the driving mechanism can be used for both the casing rod and the rotating rod, which has the effect of being extremely economical.
次にこの発明の一実施例を図面について説明すると、第
1図に示されたものは、吊架装置(図示せず)に吊架さ
れたケーシングロッド1と、軸内に同心円状となる上端
に回転駆動機構2を具備した回転ロッド3と、回転ロッ
ド3の下方に装着された起伏自在な攪拌翼6と拡大装置
4とより構成・され、前記ケーシングロッド1には、内
部に硬化剤又はグラウト状の各種の硬化剤14を圧入す
る挿入部9を形成すると共に、下方には該硬化剤14を
注出する各種形状の排出部11を装設せしめである。Next, an embodiment of the present invention will be described with reference to the drawings. What is shown in FIG. The casing rod 1 is composed of a rotating rod 3 equipped with a rotational drive mechanism 2, a movable stirring blade 6 mounted below the rotating rod 3, and an expanding device 4. An insertion part 9 is formed into which various hardening agents 14 in the form of grout are press-fitted, and discharge parts 11 of various shapes from which the hardening agents 14 are poured out are provided below.
また、ケーシングロッド1には、圧縮空気を送り込むエ
アーパイプ10を装設せしめである。Furthermore, the casing rod 1 is equipped with an air pipe 10 for feeding compressed air.
また、拡大装置4には、該回転ロッド3の撹拌翼6,6
の下端部を可動部5,5で垂直又は水平に開閉せしめる
と共に、攪拌翼6,6の途中に他端を回転ロッド3に固
着された伸縮腕杆8を支持部7を以て連結せしめである
。The enlarging device 4 also includes stirring blades 6, 6 of the rotating rod 3.
The lower ends of the stirring blades 6, 5 are opened and closed vertically or horizontally by movable parts 5, 5, and a telescopic arm 8, whose other end is fixed to the rotating rod 3, is connected to the middle of the stirring blades 6, 6 by means of a support part 7.
前記伸縮腕杆8は、油圧ジヤツキ又はその他の伸縮手段
を以て水平又は垂直に開閉せしめるようになっている。The telescoping arm rod 8 is adapted to be opened and closed horizontally or vertically using a hydraulic jack or other telescoping means.
13は軟弱地盤であって、15は造成された土柱を示し
たものである。13 is the soft ground, and 15 is the constructed earth pillar.
この発明は上述の如き構成からなり、今これを使用する
には、クレーン等に吊設されたケーシングロッド1と、
回転ロッド3とを共に軟弱地盤13中に上下動するよう
に挿入する0回転ロッド3の下部に位置する攪拌翼6,
6は、開閉自在で拡開状態であるが、また下降時に垂直
状態を保持する必要はなく、水平方向に開放した状態で
固定されることも可能である。This invention has the above-mentioned configuration, and in order to use it now, the casing rod 1 suspended from a crane or the like,
A stirring blade 6 located at the lower part of the zero-rotation rod 3, which is inserted into the soft ground 13 so as to move up and down together with the rotation rod 3;
6 is in an expanded state and can be opened and closed freely, but it is not necessary to maintain the vertical state when descending, and it is also possible to fix it in a horizontally open state.
また、回転ロッド3は常時回転作動され、所要の沈下位
置まで降下する。Further, the rotating rod 3 is constantly rotated and lowered to a desired lowered position.
次に第4図イ9ロ、八図に示す如く、所定深度迄ケーシ
ングロッド1と回転ロッド3とを貫降した後、攪拌翼6
,6を水平方向に位置せしめ、回転駆動機構2の作動で
回転ロッド3を回転する。Next, as shown in FIG.
, 6 are positioned horizontally, and the rotation rod 3 is rotated by the operation of the rotation drive mechanism 2.
ケーシングロッド1の内部に注入された硬化剤14をケ
ーシングロッド1の下方に設けた排出部11より圧出し
、軟弱地盤13の土と各種の硬化剤14とを攪拌翼6,
6によって均一に攪拌混合し、順次上昇しながら操作を
続行しつつケーシング口)ノド1と回転ロッド3とを引
上げ、軟弱地盤13中に大径の改良土柱15を造成する
。The hardening agent 14 injected into the inside of the casing rod 1 is forced out from the discharge part 11 provided below the casing rod 1, and the soil of the soft ground 13 and various hardening agents 14 are mixed with the stirring blade 6,
6 to uniformly stir and mix the mixture, and while continuing the operation while gradually ascending, the casing throat 1 and rotating rod 3 are pulled up to create a large-diameter improved soil column 15 in the soft ground 13.
上述の操作を適宜間隔を置いて繰返しすることによって
軟弱地盤を改良するものである。Soft ground is improved by repeating the above operations at appropriate intervals.
尚地質によっては、上昇時のみでなく下降時にも同様な
施行操作を繰返して実施するのも当然である。Depending on the geology, it is natural to repeat similar enforcement operations not only when ascending but also when descending.
この発明は上述の如く、ケージングロッドと回転ロッド
とを構成しているので、構造が簡単で製作が容易である
と共に、軟弱地盤の状態に応じてケーシングロッドより
の硬化剤の増減及び回転口1ツドの回転数を適宜調整で
きると云う優れた特別な効果と、硬化剤の圧送量と回転
ロッドとの回転を選定する事によって昇降速度を決定で
き、改良地盤の硬度を均一にできると共に、熟練者等が
不必要となる効果がある。As described above, this invention consists of a casing rod and a rotating rod, so it has a simple structure and is easy to manufacture. The excellent special effect of being able to adjust the number of rotations of the tube as appropriate, and the ability to determine the lifting speed by selecting the amount of hardening agent pumped and the rotation of the rotating rod, making the hardness of the improved ground uniform, and making it easier for experienced This has the effect of eliminating the need for personnel, etc.
更に、従来の如く、ケーシングロッド又は回転ロッドに
噴射孔及びtjf拌装置を一体的に形成したものの如く
、構造が複雑で大型化される欠点がなく、且つ、ケーシ
ングロッドと回転ロッドとの引上げ速度による混合不充
分となる宕九も解決されると云う優れた特徴がある。Furthermore, it does not have the drawbacks of a complicated structure and increased size, as in the conventional case where the injection hole and the TJF stirring device are integrally formed on the casing rod or the rotating rod, and the pulling speed of the casing rod and the rotating rod can be increased. It has the excellent feature that it solves the problem of insufficient mixing due to the problem of insufficient mixing.
そして、軟弱地盤をよく混合して能率的に安定した均一
の改良柱を造成できる効果がある。Moreover, it has the effect of being able to mix the soft ground well and efficiently create stable and uniform improved pillars.
また、ケーシングロッドには硬化剤の挿入部と下部に設
けた硬化剤の排出部とを形成せしめるのみであるから、
全体を小型で能率的に作動せしめられ、ケーシングロッ
ドの注入の役目を達成できる効果がある。In addition, since the casing rod is only formed with a hardening agent insertion part and a hardening agent discharge part provided at the bottom,
The entire system is compact and can be operated efficiently, which has the effect of fulfilling the role of casing rod injection.
更に、回転ロッドは、下方に攪拌翼のみを装設せしめた
構造なので、構造が簡単で強靭化され、回転を軽快確実
にすると共に、回転数を容易に調整できる効果と、回転
駆動機構を極力小型化できると云う各種の効果を達成で
きる。Furthermore, since the rotating rod has a structure in which only the stirring blades are installed at the bottom, the structure is simple and strong, and the rotation is light and reliable, and the rotation speed can be easily adjusted, and the rotation drive mechanism is made as small as possible. Various effects such as miniaturization can be achieved.
図面はこの発明の一実施例を示し、第1図はこの発明の
一部欠除した側面図、第2図は要部の拡大装置の側面図
、第3図は同じく平面図、第4図イ22ロ、ハ施工順序
を示す説明図である。
符号1はケーシングロッド、2は回転駆動機構、3は回
転ロッド、6は攪拌翼、9は挿入部、13は軟弱地盤、
14は硬化剤である。The drawings show an embodiment of the present invention; FIG. 1 is a partially cutaway side view of the invention, FIG. 2 is a side view of the main part of the enlarging device, FIG. 3 is a plan view, and FIG. A22B and C are explanatory diagrams showing the construction order. 1 is a casing rod, 2 is a rotating drive mechanism, 3 is a rotating rod, 6 is a stirring blade, 9 is an insertion part, 13 is soft ground,
14 is a curing agent.
Claims (1)
を設けた回転ロッドとからなる軟弱地盤改良工法に於い
て、前記ケーシングロッドの軸内に同心円状となるよう
に回転ロッドを挿入し、その回転ロッドの下端部に開閉
自在で拡開状態では該ケーシングロッドの径より大径と
なる攪拌翼を有し、このケーシングロッドと回転ロッド
とが昇降時に於いて、ケーシングロッドの挿入部より圧
送した地盤改良硬化材を下方の排出部より圧入すると共
に、回転ロッドの下方に設けた複数個の該攪拌翼を回転
し、軟弱地盤とをよく攪拌混合して地中に大径の改良土
柱を造成することを特徴とする軟弱地盤改良工法。1 In a soft ground improvement method consisting of a casing rod into which a hardening agent is press-fitted and a rotating rod with stirring blades provided below, the rotating rod is inserted concentrically into the axis of the casing rod, and its rotation is The lower end of the rod has stirring blades that can be opened and closed and have a diameter larger than the diameter of the casing rod in the expanded state, and when the casing rod and rotating rod move up and down, the ground is pumped from the insertion part of the casing rod. The improved hardening material is press-fitted from the lower discharge part, and the plurality of stirring blades installed below the rotating rod are rotated to thoroughly stir and mix the material with the soft ground, creating a large-diameter improved soil column in the ground. A soft ground improvement method characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP753289A JPS5825130B2 (en) | 1974-12-24 | 1974-12-24 | Soft ground improvement method and equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP753289A JPS5825130B2 (en) | 1974-12-24 | 1974-12-24 | Soft ground improvement method and equipment |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56127454A Division JPS5947094B2 (en) | 1981-08-13 | 1981-08-13 | Soft ground improvement soil pillar creation equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5174415A JPS5174415A (en) | 1976-06-28 |
| JPS5825130B2 true JPS5825130B2 (en) | 1983-05-25 |
Family
ID=11553227
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP753289A Expired JPS5825130B2 (en) | 1974-12-24 | 1974-12-24 | Soft ground improvement method and equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5825130B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5980814A (en) * | 1982-10-28 | 1984-05-10 | Shiro Yamaguchi | Ground improvement work |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS518483B2 (en) * | 1972-06-28 | 1976-03-17 | ||
| JPS49120412A (en) * | 1973-03-20 | 1974-11-18 |
-
1974
- 1974-12-24 JP JP753289A patent/JPS5825130B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5174415A (en) | 1976-06-28 |
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