JPS63297623A - Method and apparatus for constructing soil continuous column-line wall - Google Patents

Method and apparatus for constructing soil continuous column-line wall

Info

Publication number
JPS63297623A
JPS63297623A JP13454087A JP13454087A JPS63297623A JP S63297623 A JPS63297623 A JP S63297623A JP 13454087 A JP13454087 A JP 13454087A JP 13454087 A JP13454087 A JP 13454087A JP S63297623 A JPS63297623 A JP S63297623A
Authority
JP
Japan
Prior art keywords
stirring
soil
stirring blades
stirrer
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.)
Pending
Application number
JP13454087A
Other languages
Japanese (ja)
Inventor
Shoichiro Ito
伊藤 昭一郎
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.)
ASOU FORM KURIITO KK
Original Assignee
ASOU FORM KURIITO 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 ASOU FORM KURIITO KK filed Critical ASOU FORM KURIITO KK
Priority to JP13454087A priority Critical patent/JPS63297623A/en
Publication of JPS63297623A publication Critical patent/JPS63297623A/en
Pending legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To raise the efficiency of operation by increasing mixing and agitating abilities by a method in which excavation and stirring are made while injecting an improving agent slurry, and a stirrer whose excavating head is inversely turned is set and operated before and after the excavating agitating operations. CONSTITUTION:Three rotary shafts 5, 6, and 7 having stirring blades 12 and 13 are turned by a motor 3. An inner tube 6a is coaxially set in the central shaft 6 and connected through a swivel joint to an improving agent-introducing tube 4 and turned by a motor 3a. An entrance 15 for improving agent and an excavating head 14 are provided for the tip of the inner tube 6a, and excavating heads 11 are also provided for the tips of left- and right-side shafts 5 and 7. The head 14 and the heads 11 are designed to mutually turn reversely. The mixing operation can thus be performed in a tight condition without forming cavity in the excavated soil.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建造物を支持する地下構造物の築造に当たり
、セメントミルクのような土質改良材を注入し、それら
土質改良材と土砂とを混合・撹拌することによるソイル
連成柱列連続壁の造成に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention involves injecting a soil improving material such as cement milk and mixing the soil improving material with earth and sand when constructing an underground structure to support a building. Concerning the creation of a soil-column continuous wall by mixing and stirring.

〔従来の技術〕[Conventional technology]

かかるソイル連成柱列連続壁の造成に際しては、土質改
良材と掘削土砂との混合・撹拌が改良地盤全般にわたっ
て均一に行われることが重要であり、この点から掘削用
挿入ロッドの先端部に取付けたプロペラ状の撹拌羽根を
回転せしめて混合・撹拌を行なう方式が広く採用されて
いる。
When constructing such a soil-column continuous wall, it is important that the soil improvement material and the excavated soil are mixed and stirred uniformly over the entire improved ground. A widely used method is to mix and stir by rotating an attached propeller-like stirring blade.

しかしながら、この撹拌羽根を用いろ方式においては、
地盤によっては、土砂と撹拌羽根が一緒に回る共回り現
象に基づくセメントミルクとの不均一混合を生じる欠点
があることが知られている。
However, in this method using stirring blades,
It is known that, depending on the ground, there is a drawback that non-uniform mixing with cement milk occurs due to the co-rotation phenomenon in which the earth and sand and the stirring blades rotate together.

この欠点を解消するために、本願出願人は上記混合・撹
拌機の回転軸にそれぞれ逆方向に回転する多段撹拌羽根
を設け、これによる掘削土砂の逆転混合を行なう方式を
特願昭61−88472号出願明細書において開示した
。この方式は第5図(I)に示すように多段の撹拌羽根
a、 b、 cを有する混合・撹拌機Aを、先端からス
ラリ状改良材を注入しながら、同図の(■)、  (I
II)、  (rv)に示すように処理して(V)に示
す改良土壌Eを得るものである。
In order to eliminate this drawback, the applicant of the present application proposed a system in which multi-stage stirring blades rotating in opposite directions are provided on the rotating shaft of the mixing/stirring machine, and thereby the excavated soil is mixed in reverse. It was disclosed in the specification of the application no. In this method, as shown in Fig. 5 (I), a mixing/stirring device A having multi-stage stirring blades a, b, and c is used to inject slurry-like improving material from the tip, while (■), ( I
The improved soil E shown in (V) is obtained by processing as shown in II) and (rv).

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

本発明は上記逆回転多段撹拌羽根を有する撹拌機の掘削
土砂と土質改良材との混合・撹拌能力を利用して、土質
改良の一段の効率向上を図るものである。
The present invention aims to further improve the efficiency of soil improvement by utilizing the ability of the agitator having the above-mentioned counter-rotating multi-stage stirring blades to mix and stir excavated soil and a soil improvement material.

〔問題点を解決するための手段〕 本発明は、上記逆回転多段撹拌羽根を有する撹拌機の土
壌の撹拌と添加したセメントミルクの土壌中への混合の
機能は、下位の土砂剪断用羽根を相互に逆方向に回転す
ることによって、土砂の剪断撹拌作用は拡張的に伝播し
、混合・撹拌の効果を広範囲にわたって及ぼすことがで
きるという知見のもとで完成した。
[Means for Solving the Problems] The present invention provides that the function of stirring the soil and mixing the added cement milk into the soil of the agitator having the counter-rotating multi-stage stirring blades is achieved by using the lower earth and sand shearing blades. It was completed based on the knowledge that by rotating in opposite directions, the shearing and stirring action of the earth and sand can be propagated in an expansive manner, and the effects of mixing and stirring can be exerted over a wide range.

その工法を実施するための装置としては、逆回転多段撹
拌羽根を有する撹拌機と、その前後に配置したそれぞれ
の撹拌機とを連結部材によって一体構造としたものを使
用できる。
As a device for carrying out this method, it is possible to use a device in which a stirrer having counter-rotating multi-stage stirring blades and each stirrer placed before and after the stirrer are integrated by a connecting member.

多段逆転羽根撹拌機の前後に一体的に連結した撹拌機と
して、通常の一方向に回転する多段回転撹拌羽根を有す
る撹拌機であっても良いし、また中央に配置した多段逆
転羽根撹拌機と同様の多段逆転羽根撹拌機を使用するこ
とによって、撹拌混合効果は増大する。
The agitator integrally connected before and after the multi-stage reversing blade agitator may be a stirrer having ordinary multi-stage rotating agitating blades that rotate in one direction, or a multi-stage reversing blade agitator placed in the center. By using a similar multi-stage counter-rotating blade stirrer, the stirring and mixing effect is increased.

さらに、これらの撹拌機においては、通常多羽根に充分
なトルクを与えるために、それぞれ別個の駆動源によっ
て駆動されるが、設備上の条件さえ許せば各撹拌機の回
転羽根の駆動源を共通にすることも可能である。
Furthermore, in order to provide sufficient torque to multiple blades, these agitators are usually driven by separate drive sources, but if equipment conditions permit, it is possible to use a common drive source for the rotary blades of each agitator. It is also possible to

〔実施例〕〔Example〕

以下に本願発明の実施例を示す添付図に基づいて具体的
に説明する。同実施例においては、本願発明の工法に使
用する装置100として、多段逆転羽根撹拌機の前後に
配置される撹拌機が一方向回転の多段羽根ををする撹拌
機である例を示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the present invention will be specifically described below based on the accompanying drawings. In this embodiment, an example is shown in which the apparatus 100 used in the construction method of the present invention is a stirrer in which the stirrers arranged before and after the multi-stage reversing blade stirrer have multi-stage blades rotating in one direction.

本願発明の工法を実施するに際しては、混合・撹拌機用
の装置100は周知の杭打ちやぐらに支持体lによって
連結される。2は同支持体1と一体化した基体を示し、
同基体2には三速の回転軸をそれぞれ回転駆動させるた
めのモータ3,3aと土質改良材の導入管4が取付けら
れている。第2図に示すように、モータ3は基体2の背
部に配置され、その回転駆動力は上端を基体2に回転可
能に支持された回転軸5,6.7に伝達される。なお、
モータ3からの伝達系にはギヤトレイン等の減速機能を
持つ伝達装置8を備えておく。
When implementing the construction method of the present invention, the mixing/stirring device 100 is connected to a well-known piling tower by a support l. 2 indicates a base integrated with the support 1,
Mounted on the base 2 are motors 3 and 3a for rotating three-speed rotating shafts, respectively, and an inlet pipe 4 for a soil improving material. As shown in FIG. 2, the motor 3 is arranged on the back of the base body 2, and its rotational driving force is transmitted to rotating shafts 5, 6.7 whose upper ends are rotatably supported by the base body 2. In addition,
A transmission system from the motor 3 is provided with a transmission device 8 having a speed reduction function such as a gear train.

なお、モータ3aは後述する内管を回転駆動するために
基体2の上部に設けられる。
Incidentally, the motor 3a is provided on the upper part of the base body 2 in order to rotationally drive an inner tube to be described later.

回転軸5,6.7は、中途及び下端部近傍の2個所を支
持杆9.10によって回転自在に支持されている。これ
らの支持杆9,10は、第3図に示すように、それぞれ
半割のプレー) 10aと10bとをスリーブ10cを
介して各回転軸5,6.7を包囲するように重合配置し
たものであり、回転軸5゜6.7との間に段部等の係合
構造によって脱落することなく保持される。そして、各
支持杆9,10は、回転軸5.6.7のスリーブとして
機能し、これらの回転軸5.6.7の互いの相対位置が
変化しないように平行な姿勢を保たせる。
The rotating shafts 5, 6.7 are rotatably supported by support rods 9.10 at two locations, one midway and near the lower end. As shown in FIG. 3, these support rods 9 and 10 are made up of half-split plates 10a and 10b arranged so as to surround each rotating shaft 5, 6.7 via a sleeve 10c. It is held without falling off by an engagement structure such as a stepped portion between it and the rotating shaft 5°6.7. Each support rod 9, 10 functions as a sleeve for the rotating shaft 5.6.7, and maintains a parallel posture so that the relative positions of these rotating shafts 5.6.7 do not change.

左右両端の回転軸5,7のそれぞれの下端には刃を持つ
掘削へラド11を一体化すると共に上側レベルには撹拌
羽根12.13をそれぞれ設けている。
A digging rod 11 having a blade is integrated at the lower end of each of the left and right rotating shafts 5 and 7, and stirring blades 12 and 13 are provided at the upper level, respectively.

また、中央の回転軸6は、その内部に内管6aを同軸配
置した二重管構造を持ち、この内管6aはスイベルジョ
イン)(図示せず)等を介して導入管4に連通接続され
る。また、内管6aの下端には、刃付きの掘削へラド1
4を設けると共に、導入管4から供給された土質改良材
を杭札内に供給する注出口15が形成される。なお、回
転軸6の周囲には左右の回転軸5.7と同様に、撹拌羽
根12.13が設けられる。ここで、内管6aは、回転
軸6とは独立して回転駆動され、駆動源としてのモータ
3aを同軸上で直結している。このため、内管6aは回
転軸6と逆向きに回転駆動させることができ、撹拌羽根
12と掘削ヘッド14の回転を逆向きに設定できる。
The central rotating shaft 6 has a double-tube structure in which an inner tube 6a is coaxially arranged, and the inner tube 6a is communicatively connected to the introduction tube 4 via a swivel joint (not shown) or the like. Ru. In addition, at the lower end of the inner pipe 6a, a cutting tool 1 with a blade is attached.
4, and a spout 15 for supplying the soil improvement material supplied from the introduction pipe 4 into the stake tag. Incidentally, stirring blades 12.13 are provided around the rotating shaft 6 similarly to the left and right rotating shafts 5.7. Here, the inner tube 6a is rotationally driven independently of the rotating shaft 6, and is coaxially and directly connected to a motor 3a as a drive source. Therefore, the inner tube 6a can be driven to rotate in the opposite direction to the rotating shaft 6, and the stirring blades 12 and the excavation head 14 can be set to rotate in opposite directions.

第4図は、第1図に示す各回転軸5.7の下端の撹拌羽
根11及び回転軸6の下端の掘削へラド14の回転方向
のそれぞれの関係を示す図である。同図に示すように、
それぞれの下端の剪断用の撹拌羽根11及び掘削へラド
14の回転方向が相反する方向とする必要があり、これ
によって土砂の剪断効率は向上し撹拌効果も良くなる。
FIG. 4 is a diagram showing the relationship in the rotational direction of the stirring blade 11 at the lower end of each rotating shaft 5.7 and the excavating rod 14 at the lower end of the rotating shaft 6 shown in FIG. As shown in the figure,
It is necessary that the rotating directions of the stirring blade 11 for shearing and the excavating rod 14 at the lower end of each are opposite to each other, thereby improving the shearing efficiency of the soil and the stirring effect.

しかし、第3図に示すそれぞれの各回転軸5,6.7の
上方に取付けられた羽根12は何れの方向に回転しても
良いが、下方の撹拌羽根11及び掘削ヘッド14と同様
にそれぞれ相反する方向に回転すると更に撹拌効果を上
げることができる。
However, the blades 12 mounted above each of the rotating shafts 5, 6.7 shown in FIG. Rotating in opposite directions can further increase the stirring effect.

以上の構成において、回転軸6の内管6aから供給され
る改良材スラリは注出口15から土壌に供給される。つ
まり、剪断用の撹拌羽根11及び掘削ヘッド14により
切削された土壌に改良材スラリか注入混合され、上位の
撹拌羽根12.13によって改良材は上昇し混合されて
切削竪孔内の土質を改良する。
In the above configuration, the improvement material slurry supplied from the inner pipe 6a of the rotating shaft 6 is supplied to the soil from the spout 15. In other words, the improvement material slurry is injected and mixed into the soil cut by the shearing stirring blade 11 and the excavation head 14, and the improvement material is raised and mixed by the upper stirring blades 12 and 13 to improve the soil quality in the cutting hole. do.

本発明において、各回転軸5.6.7に取付けられた各
撹拌羽根12.13による撹拌域は互いに重なり合った
状態であることが望ましい。また、中央の回転軸6の撹
拌羽根12.13による改良材スラリの混合状態が前後
に配置された撹拌装置により撹拌区域に伝播せしめるた
めには、両側の回転軸5.7の掘削ヘッド11及び撹拌
羽根12.13の配置レベルを中央の回転軸5の掘削ヘ
ッド14及び撹拌羽根12.13よりも高い位置にして
、それぞれ両側に配置された回転軸5.7に取付けられ
た掘削へラド11及び撹拌羽根12.13により形成さ
れるそれぞれの回転面が、中央の回転軸6の掘削ヘッド
14及び撹拌羽根12.13により形成される回転面よ
りも高い位置にあるようにする。
In the present invention, it is desirable that the stirring areas by the stirring blades 12.13 attached to the rotating shafts 5.6.7 overlap each other. Further, in order to propagate the mixed state of the improvement material slurry by the stirring blades 12.13 of the central rotating shaft 6 to the stirring area by the stirring devices arranged in front and behind, it is necessary to The stirring blades 12.13 are arranged at a higher level than the excavation head 14 of the central rotating shaft 5 and the stirring blades 12.13, and the excavating rods 11 are attached to the rotating shafts 5.7 arranged on both sides, respectively. and the respective rotational surfaces formed by the stirring blades 12.13 are located at a higher position than the rotational surfaces formed by the excavation head 14 of the central rotating shaft 6 and the stirring blades 12.13.

これによって、従来の同一方向回転の多段回転羽根の場
合に比べ、切削土砂が同一方向に回動させられることに
よる空洞の発生がなく、完全な密の状態での混合を行う
ことができ、効率良く改良材スラリを混合することがで
きる。
As a result, compared to conventional multi-stage rotary blades that rotate in the same direction, there is no cavity created by the cutting soil being rotated in the same direction, and mixing can be performed in a completely dense state, making it more efficient. The improvement material slurry can be mixed well.

〔発明の効果〕〔Effect of the invention〕

本願発明によれば、掘削撹拌域に互いに逆回転の混合・
撹拌層を形成することによって、掘削土砂の共回り現象
を防止し、掘削区域の全面にわたって均一な改質材との
混合を得ることができる工法を広範囲にわたって同時に
行うことができ、フィル連成柱列連続壁を高能率で形成
することが可能であるという効果を奏する。
According to the present invention, mutually counter-rotating mixing and
By forming an agitated layer, a method that prevents the excavated soil from co-rotating and achieves uniform mixing with the modifying material over the entire excavated area can be performed simultaneously over a wide range of areas. The effect is that it is possible to form continuous row walls with high efficiency.

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

第1図は本願発明の工法を実施する装置の全体構成を示
し、第2図は基体部分の側面図、第3図は各回転羽根の
配置関係を示す。第4図は下方剪断用の撹拌羽根及び掘
削ヘッドの回転関係を示す図であり、第5図は、先に提
案した多段逆回転羽根を使用した施工態様を示す図であ
る。 1:支持体      2:基体 3、モータ      4;導入管 5.6,7:回転軸  8:伝達装置 9.10:支持杆    11:掘削ヘッド12.13
:撹拌羽根   14:掘削ヘッド15:注出口 100:混合・撹拌機用の装置
FIG. 1 shows the overall configuration of an apparatus for carrying out the construction method of the present invention, FIG. 2 is a side view of the base portion, and FIG. 3 shows the arrangement of the rotating blades. FIG. 4 is a diagram showing the rotational relationship between the stirring blade for downward shearing and the excavation head, and FIG. 5 is a diagram showing a construction mode using the previously proposed multi-stage counter-rotating blade. 1: Support body 2: Base body 3, motor 4; Introductory pipe 5.6, 7: Rotating shaft 8: Transmission device 9.10: Support rod 11: Excavation head 12.13
: Stirring blade 14: Drilling head 15: Outlet 100: Mixing/stirring device

Claims (1)

【特許請求の範囲】 1、改良材スラリを注入しながら撹拌羽根により掘削地
盤の混合・撹拌を行なう地盤改良工法において、回転軸
に複数段の撹拌羽根を設け、同複数段の撹拌羽根をそれ
ぞれ逆方向に回転せしめる多段逆転羽根撹拌機の前後に
、さらに撹拌機を配置し、それぞれの撹拌機の下位撹拌
羽根の回転方向をそれぞれ逆向きに回転せしめることを
特徴とするソイル連式柱列連続壁工法。 2、先端部に改良材スラリ注入口を有する回転軸に回転
方向が異なる複数段の撹拌羽根を設けた多段逆転羽根撹
拌機の前後に、さらに、撹拌機を一体的に連結したこと
を特徴とするソイル連式柱列連続壁装置。 3、多段逆転羽根撹拌機の前後に一体的に連結した撹拌
機が一方向回転撹拌羽根を有する撹拌機であることを特
徴とする特許請求の範囲第2項記載のソイル連式柱列連
続壁装置。 4、多段逆転羽根撹拌機の前後に一体的に連結した撹拌
機が多段逆転羽根撹拌機であることを特徴とする特許請
求の範囲第2項記載のソイル連式柱列連続壁装置。
[Scope of Claims] 1. In a ground improvement method in which the excavated ground is mixed and stirred by a stirring blade while injecting improvement material slurry, a rotating shaft is provided with multiple stages of stirring blades, and each of the same multiple stages of stirring blades is A continuous column row of soils is characterized in that further stirrers are arranged before and after the multi-stage reversing blade stirrer that rotates in opposite directions, and the rotation directions of the lower stirring blades of each stirrer are rotated in opposite directions. Wall construction method. 2. A multi-stage reversing blade stirrer, which has multiple stages of stirring blades with different rotational directions on a rotating shaft with an improving material slurry inlet at the tip, is further characterized in that a stirrer is integrally connected before and after the rotary shaft. A continuous wall device with continuous soil columns. 3. The soil connected column column continuous wall according to claim 2, characterized in that the agitators integrally connected before and after the multi-stage reversing blade agitator are agitators having unidirectionally rotating agitating blades. Device. 4. The soil-column continuous wall device according to claim 2, wherein the agitators integrally connected before and after the multi-stage reversing blade agitator are multi-stage reversing blade agitators.
JP13454087A 1987-05-28 1987-05-28 Method and apparatus for constructing soil continuous column-line wall Pending JPS63297623A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13454087A JPS63297623A (en) 1987-05-28 1987-05-28 Method and apparatus for constructing soil continuous column-line wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13454087A JPS63297623A (en) 1987-05-28 1987-05-28 Method and apparatus for constructing soil continuous column-line wall

Publications (1)

Publication Number Publication Date
JPS63297623A true JPS63297623A (en) 1988-12-05

Family

ID=15130704

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13454087A Pending JPS63297623A (en) 1987-05-28 1987-05-28 Method and apparatus for constructing soil continuous column-line wall

Country Status (1)

Country Link
JP (1) JPS63297623A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0874245A (en) * 1994-09-02 1996-03-19 Elf:Kk Continuous underground wall construction process
DE10327470B3 (en) * 2003-06-18 2004-09-30 Bauer Spezialtiefbau Gmbh Device for producing single grooves or penetrating walls in soil according to a mixed-in-place process comprises a nozzle holder arranged below a drill driver of single agitating machines
JP2013083069A (en) * 2011-10-07 2013-05-09 Re Earth Corp Ground improvement device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0874245A (en) * 1994-09-02 1996-03-19 Elf:Kk Continuous underground wall construction process
DE10327470B3 (en) * 2003-06-18 2004-09-30 Bauer Spezialtiefbau Gmbh Device for producing single grooves or penetrating walls in soil according to a mixed-in-place process comprises a nozzle holder arranged below a drill driver of single agitating machines
JP2013083069A (en) * 2011-10-07 2013-05-09 Re Earth Corp Ground improvement device

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