JPH01250522A - Auger machine having forced agitation device - Google Patents

Auger machine having forced agitation device

Info

Publication number
JPH01250522A
JPH01250522A JP7968588A JP7968588A JPH01250522A JP H01250522 A JPH01250522 A JP H01250522A JP 7968588 A JP7968588 A JP 7968588A JP 7968588 A JP7968588 A JP 7968588A JP H01250522 A JPH01250522 A JP H01250522A
Authority
JP
Japan
Prior art keywords
casing
screw
head
cement milk
stirring blade
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.)
Granted
Application number
JP7968588A
Other languages
Japanese (ja)
Other versions
JPH0445611B2 (en
Inventor
Kazuharu Fujito
藤戸 一治
Takatoyo Fujita
孝豊 藤田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7968588A priority Critical patent/JPH01250522A/en
Publication of JPH01250522A publication Critical patent/JPH01250522A/en
Publication of JPH0445611B2 publication Critical patent/JPH0445611B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To perfectly mix a structure with earth or the like, by fitting an agitating wing loosely on a screw rod pipe having a screw head at the lower end, and by executing the crushing of an underground structure or the like with the head and the mixing of the crushed one with cement milk to be agitated. CONSTITUTION:When a casing 1, a screw 2, and a screw head 3 are reversely rotated and are moved downward and a slot is bored through, then by the casing 1 and the head 3, an underground structure X is destroyed. At the same time, when cement milk is injected from the jet port or the like of the head 3, then the destroyed structure X, earth at the time of boring the slot, and the cement milk are agitated with each other in the casing 1 by an agitating wing. After that, when the casing 1, the screw 2, and the head 3 are pulled out, then a soil column Y is formed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は土木工事に使用されるオーガーマシンに関し、
特に強制攪拌装置を有し、フィル柱。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an auger machine used in civil engineering work.
In particular, the fill column has a forced stirring device.

その他の地下杭状体の構成に有効であることを特徴とす
るものである・ 〔従来の技術〕 従来、ケーシング内にオーff−’zラッドクリュ及び
その下端にオーガーヘッドを設け、該オーガーヘッドに
は水平方向及び斜下方向に向けたセメントミルク高圧噴
射口を設け、上記ケーシングとオーガーヘッドを互いに
逆回転させ、さらにセメントミルクを高圧噴射させつつ
所定深度まで穿孔し、さらにセメントミルクの高圧噴射
を継続したまま引き抜いて必要に応じて応力材を建込む
ソイル柱列工法(特願昭62−254844号参照)が
提供されている。
It is characterized in that it is effective for the construction of other underground pile-like bodies. is equipped with a high-pressure cement milk injection port directed horizontally and diagonally downward, rotates the casing and auger head in opposite directions, and drills the hole to a predetermined depth while injecting cement milk at high pressure. A soil column construction method (see Japanese Patent Application No. 62-254844) has been proposed in which the columns are continuously pulled out and stressed materials are erected as needed.

〔発明が解決しようとする課頂〕[The problem that the invention attempts to solve]

上記ソイル柱列工法は地下構築物をそのままにして該地
下構築物の破壊能力を有する穿孔機により穿孔を行い、
つづいてフィル柱、を構成するものであり、工期の短縮
等極めて経済的である効果が得られるものである。
The above-mentioned soil column construction method involves leaving the underground structure as it is and drilling a hole using a drilling machine that has the ability to destroy the underground structure.
Next, the fill column is constructed, and extremely economical effects such as shortening of construction period can be obtained.

しかしながら、地下構築物として松杭がある場合、ある
いは粘土層の場合にはセメントミルクとの攪拌混合が十
分に行われない場合があった。
However, in cases where there are pine piles as an underground structure or in the case of a clay layer, stirring and mixing with cement milk may not be carried out sufficiently.

すなわち、松杭は繊維素材であり、オーガーヘッドによ
って細かに破砕されない場合があり。
In other words, pine stakes are a fibrous material and may not be finely crushed by the auger head.

また粘土の場合は容易に破砕状態になるが再びくっつき
合う等してセメントミルクと十分に混合しない場合があ
った。
In addition, in the case of clay, although it is easily crushed, it sometimes sticks together again and does not mix well with cement milk.

それらはケーシング内部に単にオーガーヘッドスクリュ
ーを設けた構成であるため破壊された地下構築物、土砂
とセメントミルクとの混合に自ずと限界があったためで
ある。
This is because they simply have an auger head screw installed inside the casing, so there is a natural limit to the mixing of destroyed underground structures, earth and sand with cement milk.

上記破壊された地下構築物、土砂及びセメントミルクと
の不完全混合は不完全なソイル柱。
The destroyed underground structure, soil and cement milk are incompletely mixed with the soil column.

さらには不完全な連続壁の造成を招き、十分な強度及び
止水効果が得られないこととなった。
Furthermore, this resulted in the creation of an incomplete continuous wall, making it impossible to obtain sufficient strength and water-stopping effects.

本発明は上記問題点に鑑みてなされたものであり、その
目的とするところはセメントミルクと土砂さらには破壊
された地下構築物との混合を十分な攪拌により完全とし
、さらには松杭等の地下構築物をさらに細かに破砕して
混合を完全にしようとするものである。
The present invention has been made in view of the above-mentioned problems, and its purpose is to completely mix cement milk, earth and sand, as well as destroyed underground structures, by sufficient stirring, and The idea is to break the construct into smaller pieces to achieve thorough mixing.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は上記課題を解決するためオーガーマシンのスク
リューロッドの適位置に攪拌翼を遊嵌し、該攪拌翼の先
端部をケーシングに係合させた構成としたものであり、
さらに別の発明は上記攪拌翼の両側部を刃先形状に構成
したものである。
In order to solve the above-mentioned problems, the present invention has a structure in which a stirring blade is loosely fitted into an appropriate position of the screw rod of an auger machine, and the tip of the stirring blade is engaged with a casing.
Still another invention is that both sides of the stirring blade are configured in the shape of a cutting edge.

〔作 用〕[For production]

本発明ではケーシングI11と、スクリュー(2)及び
″スクリューヘッド(3)が逆回転させられつつ下降さ
せられて穿孔が行われる。
In the present invention, the casing I11, the screw (2), and the "screw head (3)" are rotated in the opposite direction and lowered to perform drilling.

すなわち、ケーシングII)及びスクリューヘッド(3
)により地下構築物(X)が破壊され穿孔が行われる。
i.e. casing II) and screw head (3
), the underground structure (X) is destroyed and drilling is performed.

同時にスクリューヘッド13)に設けた噴射口(3b)
等からセメントミルク等が注入される。その結果、破壊
された地下構築物、穿孔時の土砂及びセメントミルクが
ケーシングf11内において攪拌される。
At the same time, the injection port (3b) provided in the screw head 13)
Cement milk etc. are injected from etc. As a result, the destroyed underground structure, earth and sand from drilling, and cement milk are stirred within the casing f11.

本発明では従来のごとく、ケーシング11)とスクリュ
ー+21による攪拌に加えて、ケーシング(1)と同方
向に攪拌翼(4)が回転させられる。
In the present invention, in addition to stirring by the casing 11) and the screw +21 as in the prior art, the stirring blade (4) is rotated in the same direction as the casing (1).

すなわち、スクリュー(2)のロッドパイプ(2h)の
周囲において攪拌翼(4)がスクリュー(2)と逆方向
に回転させられ、十分な攪拌が行われ、破壊された地下
構築物、土砂及び注入されたセメントミルクの完全混合
が行われるものである。
That is, the stirring blade (4) is rotated in the opposite direction to the screw (2) around the rod pipe (2h) of the screw (2), and sufficient stirring is performed to remove the destroyed underground structures, earth and sand, and the injected soil. Complete mixing of cement milk is carried out.

さらにまた、f拌R(4)の両側部を刃先形状とすると
破壊が不十分な地下構築物2例えば松杭等がさらに細か
に破砕され、混合が完全となり。
Furthermore, when both sides of the f stirring R (4) are shaped like cutting edges, the underground structures 2, such as pine piles, which are insufficiently destroyed, are crushed even more finely, and the mixing becomes complete.

強度及び止水効果の優れたフィル柱、その他の地下杭状
体、及び連続壁を構成することができるものである。
It can be used to construct fill columns with excellent strength and water-stopping effects, other underground pile-like bodies, and continuous walls.

〔実施例〕〔Example〕

以下に本発明の一実施例を図面について説明する。 An embodiment of the present invention will be described below with reference to the drawings.

なお1図面実施例においては要部、すなわち。In addition, in one drawing embodiment, the main part, ie.

ケーシング(1)、スクリュー121及びスクリューヘ
ッド(3)部のみ表わされ、それらを支持し、さらに下
降及び互いに逆転させるオーガーマシン本体部は省略さ
れている。
Only the casing (1), screw 121 and screw head (3) are shown, and the auger machine body that supports them and lowers and reverses them relative to each other is omitted.

上記ケーシング「1)の下端には超張力鋼チップ(1α
)が設けられ、また、スクリュー(2)はスクリュー羽
根(2a)とロッドパイプ(2b)で構成され、また、
スクリューヘッド(3)も所要個所に超張力鋼チップ(
3α)が設けられ、さらにはセメントミルクの噴射口(
3h)が設けられる。
The lower end of the above casing "1" has an ultra-tensile steel chip (1α
), and the screw (2) is composed of a screw blade (2a) and a rod pipe (2b), and
The screw head (3) also has super tensile steel tips (
3α) is provided, and a cement milk injection port (
3h) is provided.

本発明では一牙1図示のごとく、ロッドパイプ(2α)
の適位置に攪拌翼(41が遊嵌される。具体′的に述べ
ると、矛2図、矛3図示のごとく。
In the present invention, as shown in Ikki 1, the rod pipe (2α)
A stirring blade (41) is loosely fitted into the appropriate position of the blade.To be more specific, as shown in Figures 2 and 3.

ロッドパイプ(2a)の径に対して余裕をもたせて構成
したロッドパイプ(2b)の受入れ部15)部を二分割
した状態で攪拌翼(4α) (4b)を製造し。
The stirring blade (4α) (4b) is manufactured by dividing the receiving portion 15) of the rod pipe (2b), which is configured to have a margin with respect to the diameter of the rod pipe (2a), into two parts.

その接合部にそれぞれブラケット(6)を溶接し。Brackets (6) are welded to each joint.

予めロッドパイプ(2h)に構成した細怪部の両側から
接合して上記ブラケット(6)部をボルト(7)。
Connect the bracket (6) part to the bolt (7) by joining from both sides of the narrow part formed in advance on the rod pipe (2h).

ナツト(8)あるいは溶接により一体とすればよいもの
である。
They may be integrated with a nut (8) or by welding.

なお、上記攪拌翼C41は上記二方向に限らず一方向、
三方向あるいは四方向(十字状)に設けてもよいもので
ある。
Note that the stirring blade C41 is not limited to the above two directions, but can be used in one direction,
They may be provided in three or four directions (cruciform).

つぎに、上記攪拌翼(4)の先端部がケーシングill
に係合させられる。
Next, the tip of the stirring blade (4) is connected to the casing ill.
engaged with.

図面実施例の場合、攪拌翼(4)の先端中央部にキー溝
状の係合凹孔(9)を設け、該係合凹孔(9)と対向す
るケーシングfilの内周面にキー状のストッパー(1
0)を設は一両者を係合させている。
In the case of the embodiment shown in the drawings, a keyway-shaped engagement recess (9) is provided at the center of the tip of the stirring blade (4), and a key-shaped engagement recess (9) is provided on the inner peripheral surface of the casing fil facing the engagement recess (9). stopper (1
Setting 0) engages the two.

したがって、上記攪拌翼r41はケーシング(1)と一
体的に設けられ、スクリュー121のロッドパイプ(2
b)を中心にスクリュー(2)とは逆方向に回転させら
れるものである。
Therefore, the stirring blade r41 is provided integrally with the casing (1), and the rod pipe (2) of the screw 121 is provided integrally with the casing (1).
b) is rotated in the opposite direction to the screw (2).

上記攪拌翼r41は文字通り攪拌機能を主とするもので
あるが、撹拌翼の両側部を刃先形状(11)に構成する
と1例えば松杭等の繊維素材を有効に切断して細かに破
砕し、セメントミルクとの混合をさらに完全にする効果
が得られるものである。
The above-mentioned stirring blade R41 literally has a stirring function, but if both sides of the stirring blade are formed into a cutting edge shape (11), it can effectively cut fiber materials such as pine piles and crush them into small pieces. This provides the effect of more complete mixing with cement milk.

図中(12)はロッドパイプ(2b)に固定された撹拌
翼である。
In the figure (12) is a stirring blade fixed to the rod pipe (2b).

矛4図は本発明の攪拌翼(4)をスクリュー羽根(2α
)間に適当間隔をあけて設けた例であり。
Figure 4 shows the stirring blade (4) of the present invention as a screw blade (2α
) is provided with an appropriate interval between them.

牙5図はロッドパイプ(2h)に固定した攪拌翼(12
)間に本発明の攪拌翼(4)を設けた例である。
Figure 5 shows the stirring blade (12) fixed to the rod pipe (2h).
) is an example in which the stirring blade (4) of the present invention is provided between.

牙6図(α)乃至(C)にはソイル柱列工法のソイル柱
(2)の構成過程が示されている。
Figures 6 (α) to (C) show the construction process of the soil pillar (2) of the soil pillar row construction method.

以下に説明すると、まず、同図(α)に示すごとく、ケ
ーシング(1)とスクリュー(2)及びスクリューヘッ
ド(3)が逆回転させられて下降させられ穿孔が開始さ
れる。
To explain below, first, as shown in the same figure (α), the casing (1), the screw (2), and the screw head (3) are reversely rotated and lowered to start drilling.

゛この穿孔開始とともにスクリューヘッド(3)に設け
た噴射口(3b)等からセメントミルクが注入される。
``When this drilling starts, cement milk is injected from the injection port (3b) provided in the screw head (3).

上記穿孔は同図(b)に示すごとく、地下構築物量を破
壊して続行される。
The above-mentioned drilling is continued by destroying the amount of underground structures, as shown in Figure (b).

この過程においては破壊された地下構築物。In this process underground structures are destroyed.

土砂及びセメントミルクがケーシングIll内で攪拌さ
れる。
Sediment and cement milk are stirred in casing Ill.

本発明では上記攪拌がケーシング(1)及び該ケーシン
グrllと一緒に回転する攪拌翼14)及びそれらと逆
回転する゛スクリュー(2)によって行われる。
In the present invention, the above-mentioned stirring is performed by the casing (1), the stirring blades 14) rotating together with the casing rll, and the screw (2) rotating in the opposite direction thereto.

したがって従来と異り、ケーシングrll内において十
分な攪拌が可能であり、完全混合が行われる。
Therefore, unlike the conventional method, sufficient stirring is possible within the casing rll, and complete mixing is achieved.

その後、同図(C)に示すごとく、ケーシングC1)及
びスクリュー(2)、スクリューヘッド(31が引き抜
かれ、フィル柱ヴ)が構成される。さらにその後、上記
フィル柱(2)が適当間隔をあけて構成され、その間が
さらにソイル柱間により連続させられて連続壁が構成さ
れるものである。
Thereafter, as shown in the same figure (C), the casing C1), the screw (2), and the screw head (31 is pulled out, and the fill column V) is constructed. Furthermore, after that, the fill columns (2) are arranged at appropriate intervals, and the space between them is further continued by soil columns to form a continuous wall.

上記ソイル柱(2)の構成において1本発明はケーシン
グfilと一体的に設けられ、スクリュー(2)のロッ
ドパイプ(2b)の周囲を逆回転する撹拌翼f4)を設
けたため、破壊された地下構築物、土砂及びセメントミ
ルクが十分に攪拌され完全な混合が行われ、目的とする
強度を有するフィル柱(2)、さらには連続壁を構成す
ることができるものである。
In the structure of the soil column (2), the present invention is provided with a stirring blade f4) that is integrally provided with the casing fil and rotates in the opposite direction around the rod pipe (2b) of the screw (2). The structure, earth and sand, and cement milk are sufficiently stirred and completely mixed, and a fill column (2) having the desired strength and further a continuous wall can be constructed.

また、ロッドパイプ(2h)側にも攪拌翼(12)を設
け、それらと組合せ使用すると、さらに混合効果が高め
られ、さらにまた攪拌翼(4)の両側部を刃先形状とす
ると破壊された地下構築物(X)等をさらに細かに破砕
して混合効果が高められるものである。
In addition, by providing stirring blades (12) on the rod pipe (2h) side and using them in combination, the mixing effect will be further enhanced.Furthermore, if both sides of the stirring blades (4) are shaped like cutting edges, the destroyed underground The mixing effect can be enhanced by crushing the construct (X) etc. into smaller pieces.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、破壊された地下構築物、土砂及びセメ
ントミルクの完全混合を図ることができ、目標とする強
度、止水効果等を有するソイル柱、その他の地下杭状体
、さらには連続壁を構成することができるものである。
According to the present invention, it is possible to completely mix destroyed underground structures, earth and sand, and cement milk, and it is possible to completely mix soil columns, other underground pile-like bodies, and even continuous walls that have the targeted strength and water-stopping effect. can be configured.

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

図面は本発明の一実施例を示すもので、矛1図は一部切
欠要部縦断面図、牙2図は牙1図A−A線断面図、牙3
図は攪拌翼の斜視図、牙4図は他の実施例を示す要部縦
断面図、牙5図はさらに他の実施例を示す要部縦断面図
。、矛6図(α) (b)(C)はソイル柱列工法の柱
列構成過程を示す縦断面図である。 If)・・・ケーシング、+21・・・スクリュー、(
2α)・・・スクリュー羽根、 (2h)・・・ロッド
パイプ。 (3)・・・スクリューヘッド、C4)・・・攪拌翼、
 (44)(4b)・・・攪拌1.191・・・係合凹
孔、  (10)・・・ストッパー、 (11)・・・
刃先形状。 矛1図 矛2図 卆4図 矛  5  図
The drawings show one embodiment of the present invention, and Fig. 1 is a vertical sectional view of a partially cutaway main part, Fig. 2 is a sectional view taken along the line A-A of Fig. 1, and Fig. 3 is a sectional view of the main part.
The figure is a perspective view of a stirring blade, the tooth 4 figure is a longitudinal sectional view of a main part showing another embodiment, and the fang 5 figure is a main part longitudinal sectional view showing still another embodiment. , Figure 6 (α), (b), and (C) are longitudinal cross-sectional views showing the process of constructing column rows using the soil column row construction method. If)...Casing, +21...Screw, (
2α)...Screw blade, (2h)...Rod pipe. (3)... Screw head, C4)... Stirring blade,
(44) (4b)... Stirring 1.191... Engagement concave hole, (10)... Stopper, (11)...
Cutting edge shape. 1 illustration spear 2 illustrations 4 illustrations 5 illustrations

Claims (1)

【特許請求の範囲】 1 ロッドパイプの適位置に攪拌翼が遊嵌され、該攪拌
翼の先端部がケーシングに係合させられてなることを特
徴とする強制撹拌装置を有するオーガーマシン。 2 撹拌翼の両側部が刃先形状に構成された請求項1記
載の強制攪拌装置を有するオーガーマシン。
[Scope of Claims] 1. An auger machine having a forced stirring device, characterized in that a stirring blade is loosely fitted into a proper position of a rod pipe, and the tip of the stirring blade is engaged with a casing. 2. An auger machine having a forced stirring device according to claim 1, wherein both sides of the stirring blade are configured in the shape of a cutting edge.
JP7968588A 1988-03-31 1988-03-31 Auger machine having forced agitation device Granted JPH01250522A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7968588A JPH01250522A (en) 1988-03-31 1988-03-31 Auger machine having forced agitation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7968588A JPH01250522A (en) 1988-03-31 1988-03-31 Auger machine having forced agitation device

Publications (2)

Publication Number Publication Date
JPH01250522A true JPH01250522A (en) 1989-10-05
JPH0445611B2 JPH0445611B2 (en) 1992-07-27

Family

ID=13697061

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7968588A Granted JPH01250522A (en) 1988-03-31 1988-03-31 Auger machine having forced agitation device

Country Status (1)

Country Link
JP (1) JPH01250522A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5796123A (en) * 1980-12-08 1982-06-15 Aijietsuku Kk Soil stirring shaft with casing and stabilization work for soft ground
JPS5924025A (en) * 1982-07-30 1984-02-07 Marutoku Kigyo:Kk Pile former
JPS6123337U (en) * 1984-07-13 1986-02-12 三和機材株式会社 drilling rig

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5796123A (en) * 1980-12-08 1982-06-15 Aijietsuku Kk Soil stirring shaft with casing and stabilization work for soft ground
JPS5924025A (en) * 1982-07-30 1984-02-07 Marutoku Kigyo:Kk Pile former
JPS6123337U (en) * 1984-07-13 1986-02-12 三和機材株式会社 drilling rig

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