JPS5947094B2 - Soft ground improvement soil pillar creation equipment - Google Patents

Soft ground improvement soil pillar creation equipment

Info

Publication number
JPS5947094B2
JPS5947094B2 JP56127454A JP12745481A JPS5947094B2 JP S5947094 B2 JPS5947094 B2 JP S5947094B2 JP 56127454 A JP56127454 A JP 56127454A JP 12745481 A JP12745481 A JP 12745481A JP S5947094 B2 JPS5947094 B2 JP S5947094B2
Authority
JP
Japan
Prior art keywords
rod
casing
casing rod
soft ground
hardening agent
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
Application number
JP56127454A
Other languages
Japanese (ja)
Other versions
JPS57112514A (en
Inventor
隆司 竹下
浩司 川崎
慶之助 前田
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.)
NIPPON ESU II SHII KK
Original Assignee
NIPPON ESU II SHII KK
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 NIPPON ESU II SHII KK filed Critical NIPPON ESU II SHII KK
Priority to JP56127454A priority Critical patent/JPS5947094B2/en
Publication of JPS57112514A publication Critical patent/JPS57112514A/en
Publication of JPS5947094B2 publication Critical patent/JPS5947094B2/en
Expired legal-status Critical Current

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、ケーシングロッドと回転ロッドとを以て硬
化剤又はこれらの主成分とする地盤改良硬化剤、その他
の安定材を地盤中に供給しながら効率よく安全確実に軟
弱地盤中に改良土柱を造成する軟弱地盤改良造成装置に
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention uses a casing rod and a rotating rod to supply a hardening agent, a ground improvement hardening agent containing these as main components, and other stabilizing materials into the ground, while efficiently, safely and reliably treating soft ground. This invention relates to a soft ground improvement device that creates improved soil columns inside.

従来この種の軟弱地盤を改良するには、下端に攪拌羽根
の付いた中空のケーシングロッドを回転させながら所定
の深さまで沈降せしめ、このケーシングロッドを引上げ
る時にケーシングロッド内に硬化剤を落下させると同時
に回転攪拌羽根にて土と混合しながらケーシングロッド
を上方に引抜いてゆく方法のものが散見されるが、との
ケーシングロッドを使用するものでは、硬化剤を充分に
供給することはできるが、硬化剤と土とを混合しながら
ケーシングロッドを引上げるので、ケーシングロッドの
引上げ速度により混合不充分となる個所ができ、ケーシ
ングロッドをゆっくり抜けば施工に多大な時間を要し、
熟練者が必要であると共に、施工後に硬度のバラツキが
多いと云う欠点がある。
Conventionally, to improve this type of soft ground, a hollow casing rod with a stirring blade at the bottom end is rotated to settle to a predetermined depth, and when the casing rod is pulled up, hardening agent is dropped into the casing rod. At the same time, there are some methods in which the casing rod is pulled upward while mixing with the soil using a rotating stirring blade, but with the method using the casing rod, it is possible to supply a sufficient amount of hardening agent. Since the casing rod is pulled up while mixing the curing agent and soil, there may be places where the mixing is insufficient depending on the speed at which the casing rod is pulled up, and if the casing rod is pulled out slowly, the construction will take a lot of time.
It requires a skilled person and has the disadvantage that there is a lot of variation in hardness after construction.

また、近年、中空ロッドの下端に攪拌翼を一体に設け、
内部に硬化剤を圧送し、中空ロッドを回転攪拌しながら
上昇運動を与えて、硬化剤と土とを混合する噴射、攪拌
兼用ロッド式のものも種々散見されている。
In addition, in recent years, stirring blades have been integrated into the lower end of the hollow rod.
There are various types of rods that can be used for both injection and stirring, in which the hardening agent is pumped inside and a hollow rod is rotated and stirred while giving an upward motion to mix the hardening agent and soil.

然し、この場合は、硬化剤の供給量が充分でないと共に
、ロッドの回転と共に硬化剤が圧出するため回転と排出
量との調整が不可能であり混合も不充分である欠点と、
全体が複雑な機構となるため、故障や破損が屡々発生す
ると云う欠点がある。
However, in this case, the supply amount of the curing agent is not sufficient, and since the curing agent is forced out as the rod rotates, it is impossible to adjust the rotation and discharge amount, and mixing is also insufficient.
Since the entire mechanism is complex, failures and damage often occur.

この発明は、上述の各問題点を改良せしめたもので、そ
の主たる構成とする所は、吊架装置に吊下げられる回転
自在の硬化剤の入るケーシングロッドと、上端に設けた
回転駆動機構により回動する回転ロッドとを各々別個に
構成し、これを同時に地中に昇降して地盤を造成するも
のに於いて、該ケーシングロッドの内部には回転ロッド
なケーシングロッドの先端より延長して縦設ぜしめ、該
ケーシングロッドには、上方に硬化剤を注入する挿入部
を設けると共に、下部には該硬化剤を注出する排出部を
形成せしめ、且つ該ケーシングロッドの所定位置には圧
搾空気供給ポンプに連通ずるエアーパイプを装設ゼしめ
、該回転ロッドの下方には、ケーシングロッドの径より
数倍長い複数の攪拌翼を装設ぜしめ、前記攪拌翼は該回
転ロッドに対して水平又は垂直に可動自在に設置した事
を特徴とする軟弱地盤改良造成装置。
This invention has improved the above-mentioned problems, and its main components are a rotatable casing rod containing a hardening agent that is suspended from a suspension device, and a rotation drive mechanism provided at the upper end. In a system in which rotating rods are constructed separately and are raised and lowered into the ground at the same time to create the ground, inside the casing rod there is a vertical rod extending from the tip of the rotating casing rod. The casing rod is provided with an insertion part for injecting the hardening agent upwardly, a discharge part for pouring out the hardening agent at the lower part, and compressed air is provided at a predetermined position of the casing rod. An air pipe communicating with the supply pump is installed, and a plurality of stirring blades which are several times longer than the diameter of the casing rod are installed below the rotating rod, and the stirring blades are horizontal to the rotating rod. Or a soft ground improvement and creation device characterized by being installed vertically and movably.

従って、この発明によれば、ケーシングロッドと中空ロ
ッドとは各々別個に製作され操作調整が各々できるので
、硬化剤の圧送量及び中空ロッドの回転数等を適宜選定
して施工できる。
Therefore, according to the present invention, the casing rod and the hollow rod are each manufactured separately and their operation can be adjusted, so that the amount of pumping of the curing agent, the number of revolutions of the hollow rod, etc. can be appropriately selected during construction.

また、地盤に応じた攪拌混合作業が敏速、且つ効率よく
できるものである。
In addition, stirring and mixing work depending on the ground can be performed quickly and efficiently.

捷た、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軟
弱土との混合が均一になされ、硬度のバラツキが解消さ
れる等の効果がある。
Since the twisted casing rod only pours out and pumps out the hardening agent while rotating, the hardening agent is supplied reliably and is evenly mixed with the soft soil, eliminating variations in hardness. There is.

また、全体の構造を簡単及び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
、大変に便利で経済的である等の効果を有するものであ
る。
Further, the overall structure can be simplified and miniaturized, and the drive mechanism can be used for both the casing rod and the rotating rod, which is very convenient and 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図に示すものは、吊架装置(図示せず)に吊架された
回転自在のケーシングロッド1と、上端に攪拌翼60回
転駆動機構2を備えた回転ロッド3と、回転ロッド3の
下方に装着された可動自在さ拡大装置4とより構成する
Next, one embodiment of the present invention will be described with reference to the drawings. The one shown in FIG. It consists of a rotating rod 3 equipped with a mechanism 2 and a movability expanding device 4 mounted below the rotating rod 3.

そして、該ケーシングロッド1の内部には回転ロッド3
をケーシングロッド1の先端より延長して装設せしめる
A rotating rod 3 is provided inside the casing rod 1.
is installed so as to extend from the tip of the casing rod 1.

該拡大装置4は、回転ロッド3の下方に一端を固着部5
を以て、ケーシングロッド1の径より数倍長い複数の攪
拌翼6,6・・・・・・を取付、該攪拌翼6゜6には、
連結部7,7を以て伸縮腕杆8,8を回転ロッド3に固
着せしめる。
The enlarging device 4 has one end attached to a fixed portion 5 below the rotating rod 3.
With this, a plurality of stirring blades 6, 6, which are several times longer than the diameter of the casing rod 1 are attached, and the stirring blades 6゜6 are
The telescopic arm rods 8, 8 are fixed to the rotating rod 3 using the connecting parts 7, 7.

伸縮腕杆8,8は、油圧ジヤツキ又はその他の伸縮手段
を用いて第2・第3図の如く攪拌翼6,6を水平又は垂
直に開閉し、拡大装置4の拡大、縮小を行なうものであ
る。
The telescoping arm rods 8, 8 are used to open and close the stirring blades 6, 6 horizontally or vertically as shown in Figs. 2 and 3 using hydraulic jacks or other telescoping means, thereby enlarging or contracting the enlarging device 4. be.

9はケーシングロッド1の上部に設けた硬化剤14を注
入する挿入部で、10はケーシングロッド10両側に設
けた圧搾空気供給ポンプ(図示せず)に連通しているエ
アーパイプである。
Reference numeral 9 is an insertion portion provided at the upper part of the casing rod 1 for injecting the curing agent 14, and reference numeral 10 is an air pipe communicating with compressed air supply pumps (not shown) provided on both sides of the casing rod 10.

11はケーシングロッド1の下部に設けた硬化剤14を
送り出す排出部であって、12は回転ロッドの下方に必
要に応じて設置されるバイブレータ−を示し、13は軟
弱地盤で、15は造成された土柱を示すものである。
Reference numeral 11 denotes a discharge part provided at the lower part of the casing rod 1 to send out the hardening agent 14, 12 indicates a vibrator installed below the rotating rod as necessary, 13 indicates a soft ground, and 15 indicates a well-developed ground. It shows a pillar of earth.

次にこの発明は上述の如き構成よりなり、今この使用法
を説明すると、先ずクレーン等に吊架された回転自在の
ケーシングロッド1と、回転ロッド3も共に軟弱地盤1
3中に降下し、回転ロッド3の下部に位置する攪拌翼6
,6・・・・・・は、下降時に垂直状態に維持できるが
、下降時に施行する場合は水平状態に開放固定される。
Next, this invention has the above-mentioned configuration, and to explain how to use it now, firstly, the rotatable casing rod 1 suspended from a crane etc. and the rotary rod 3 are both connected to the soft ground.
3 and located at the bottom of the rotating rod 3.
, 6, . . . can be maintained in a vertical state when descending, but are opened and fixed in a horizontal state when executed during descent.

また、回転ロッド3は、常時回転作動を可能となし、ケ
ーシングロッド1と共に回転しながら、所要の沈下位置
まで降下する。
Further, the rotating rod 3 is capable of rotating at all times, and rotates together with the casing rod 1 while descending to a required submerged position.

第4図イ図の如く所定深度迄ケーシングロッド1と回転
ロッド3を貫入した後、口図の如く攪拌翼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。
After penetrating the casing rod 1 and rotating rod 3 to a predetermined depth as shown in FIG.

同時にケーシングロッド1も回転して、内部のグラウト
等の硬化剤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の土と硬化剤14と
を十分に攪拌混合し、ハ図の如く、順次上昇しながら操
作を続行しつ\ケーシングロッド1と回転ロッド3を引
上げ、軟弱地盤13中に大径の改良土柱15を造成する
At the same time, the casing rod 1 also rotates, and the hardening agent 14 such as grout inside is forced out from the discharge part 11 provided below the casing rod 1, and the soil of the soft ground 13 and the hardening agent 14 are sufficiently stirred and mixed. As shown in Figure C, the operation is continued while ascending in sequence, and the casing rod 1 and rotating rod 3 are pulled up to create a large-diameter improved soil pillar 15 in the soft ground 13.

上述の操作を適宜間隔を置いて繰返すことによって軟弱
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前記施
工操作を繰返して実施するのも当然である。
Incidentally, depending on the geology, it is natural to repeat the above-mentioned construction operation not only when ascending but also when descending.

この発明は上述の様に構成しナーので、ケーシングロッ
ドと回転ロッドを各々独立して構成したので、軟弱地盤
の状態に応じて、硬化剤の増減及び回転ロッドの回転数
を順次調整できると云う優れた効果と、硬化剤の圧送量
と回転ロッドとの回転を適宜選定することによって昇降
速度を決定でき、従って、地盤の硬度を均−什できると
共に、熟練者が不要であると云う効果がある。
Since this invention is constructed as described above, the casing rod and the rotating rod are each configured independently, so the amount of hardening agent can be increased or decreased and the rotation speed of the rotating rod can be adjusted sequentially depending on the condition of the soft ground. It has an excellent effect, and the lifting speed can be determined by appropriately selecting the amount of hardening agent pumped and the rotation of the rotating rod, so the hardness of the ground can be evened out, and there is no need for skilled workers. be.

また、従来の如くケーシングロッド及び回転ロッドに噴
射及び攪拌装置を一体に装設したもの\様に構造が複雑
で大型となったり、容易に破損する事がなく、且つ、ケ
ーシングロッドと回転ロッドの引−ヒげ速度により混合
不充分となる恐れが解決されると云う優れた特性がある
In addition, the structure is not complicated and large, nor is it easily damaged, unlike the conventional method in which the injection and stirring devices are integrated into the casing rod and the rotating rod. It has an excellent property of eliminating the possibility of insufficient mixing due to drag speed.

そして、ケーシングロッドと回転ロッドとは一個の回転
駆動機構で同時回転が可能であると共に、故障の際には
各々別個に修理ができ大変に便利である効果がある。
Furthermore, the casing rod and the rotary rod can be rotated simultaneously by one rotary drive mechanism, and in the event of a failure, they can be repaired separately, which is very convenient.

また、ケーシングロッドには硬化剤の挿入部と、下部に
硬化剤を注出する排出部とのみ構成しであるので、構造
カ簡単で能率的に作動でき、ケーシングロッドの役目を
充分に達成できる効果がある。
In addition, since the casing rod consists of only an insertion part for the hardening agent and a discharge part for pouring out the hardening agent at the bottom, the structure is simple and can operate efficiently, and the role of the casing rod can be fully fulfilled. effective.

更に、回転ロッドにはケーシングロッドの下端より下方
に攪拌翼を装着した構造なので、回転を軽快確実にする
と共に、所要の回転数を自由に選定できる効果と、簡単
な構造なため、駆動機構を極力小型化できると云う実用
的な効果がある。
Furthermore, since the rotating rod has a stirring blade attached below the lower end of the casing rod, rotation is easy and reliable, and the required rotation speed can be freely selected.The simple structure also allows for easy rotation of the drive mechanism. It has the practical effect of being able to be made as compact as possible.

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

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、口、ハは施工Jl
[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、15は土柱である。
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. A, mouth, and Ha are construction Jl.
[This is an explanatory diagram showing the introduction. 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 hardening agent, and 15 is a soil pillar.

Claims (1)

【特許請求の範囲】[Claims] 1 吊架装置に吊下げられる回転自在のケーシングロッ
ドと、上端に設けた回転駆動機構により回動する回転ロ
ッドとを各々別個に構成し、これを同時に地中に昇降し
て地盤中に土柱を造成する軟弱地盤改良装置に於いて、
該ケーシングロッドの内部には回転ロッドをケーシング
ロッドの先端より延長して縦設せしめ、該ケーシングロ
ッドには、上方に硬化剤を注入する挿入部を設けると共
に、下部には該硬化剤を注出する排出部を形成せしめ、
且つ該ケーシングロッドの所定位置には圧搾空気供給ポ
ンプに連通ずるエアーパイプな装設せしめ、該回転ロッ
ドの下方には、ケーシングロッドの怪より数倍長い複数
の攪拌翼を装設せしめ、前記攪拌翼は該回転ロッドに対
して水平又は垂直に可動自在に設置した事を特徴とする
軟弱地盤改良土柱造成装置。
1 A rotatable casing rod that is suspended from a suspension device and a rotating rod that is rotated by a rotational drive mechanism provided at the upper end are each configured separately, and these are simultaneously raised and lowered into the ground to insert soil pillars into the ground. In soft ground improvement equipment that creates
Inside the casing rod, a rotary rod is vertically installed extending from the tip of the casing rod, and the casing rod is provided with an insertion part for injecting a hardening agent upwardly, and a lower part for pouring out the hardening agent. forming a discharge section to
Further, an air pipe communicating with a compressed air supply pump is installed at a predetermined position of the casing rod, and a plurality of stirring blades which are several times longer than the length of the casing rod are installed below the rotating rod, and the stirring blades are installed at a predetermined position. A soil pillar creation device for improving soft ground, characterized in that the blades are movably installed horizontally or vertically with respect to the rotating rod.
JP56127454A 1981-08-13 1981-08-13 Soft ground improvement soil pillar creation equipment Expired JPS5947094B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56127454A JPS5947094B2 (en) 1981-08-13 1981-08-13 Soft ground improvement soil pillar creation equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56127454A JPS5947094B2 (en) 1981-08-13 1981-08-13 Soft ground improvement soil pillar creation equipment

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP753289A Division JPS5825130B2 (en) 1974-12-24 1974-12-24 Soft ground improvement method and equipment

Publications (2)

Publication Number Publication Date
JPS57112514A JPS57112514A (en) 1982-07-13
JPS5947094B2 true JPS5947094B2 (en) 1984-11-16

Family

ID=14960322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56127454A Expired JPS5947094B2 (en) 1981-08-13 1981-08-13 Soft ground improvement soil pillar creation equipment

Country Status (1)

Country Link
JP (1) JPS5947094B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0724551Y2 (en) * 1986-08-05 1995-06-05 ワイケイケイ株式会社 Inside / outside sliding window

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH089225Y2 (en) * 1989-04-06 1996-03-13 株式会社丸徳基業 Pile making machine
JPH0424319A (en) * 1990-05-18 1992-01-28 Soowa Sangyo:Yugen Drilling auger for soil cement column

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4983208A (en) * 1972-12-19 1974-08-10

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS523288Y2 (en) * 1972-08-15 1977-01-24

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4983208A (en) * 1972-12-19 1974-08-10

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0724551Y2 (en) * 1986-08-05 1995-06-05 ワイケイケイ株式会社 Inside / outside sliding window

Also Published As

Publication number Publication date
JPS57112514A (en) 1982-07-13

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