JP3036702U - Mixing and stirring device for ground improvement machine - Google Patents

Mixing and stirring device for ground improvement machine

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Publication number
JP3036702U
JP3036702U JP1996007736U JP773696U JP3036702U JP 3036702 U JP3036702 U JP 3036702U JP 1996007736 U JP1996007736 U JP 1996007736U JP 773696 U JP773696 U JP 773696U JP 3036702 U JP3036702 U JP 3036702U
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Japan
Prior art keywords
stirring
mixing
blade
stirring rod
soil
Prior art date
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JP1996007736U
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Japanese (ja)
Inventor
修一 坂本
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株式会社トライアル
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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

(57)【要約】 【課題】 土の共回り現象を防止できるとともに、優れ
た混合撹拌効果が得られる簡単な構造の地盤改良機の混
合撹拌装置を提供するものである。 【解決手段】 掘進装置により回転する撹拌ロッド
(2)を備え、撹拌ロッド(2)の内部には軸方向に凝
固材供給通路(2a)が形成されるとともに、撹拌ロッ
ド(2)の先端には凝固材供給通路(2a)に通じる凝
固材噴出孔(2b)が形成され、さらに、撹拌ロッド
(2)の外周には、先端に掘削翼(3)が形成され、掘
削翼(3)の上部には複数の傾斜した撹拌翼(4)を固
定するとともに、傾斜した撹拌翼(4)と逆傾斜した少
なくともひとつの共回り防止翼(5)を撹拌ロッド
(2)に回転自在に設けたことを特徴とする土壌と凝固
材とを混合撹拌する地盤改良機の混合撹拌装置(1)。
(57) [PROBLEMS] To provide a mixing and stirring device for a soil improvement machine having a simple structure capable of preventing the co-rotation phenomenon of soil and obtaining an excellent mixing and stirring effect. A stirring rod (2) rotated by an excavation device is provided, a solidification material supply passage (2a) is formed in the stirring rod (2) in an axial direction, and the stirring rod (2) is provided at the tip of the stirring rod (2). Is formed with a solidified material ejection hole (2b) communicating with the solidified material supply passage (2a), and further, an excavation blade (3) is formed at the tip on the outer periphery of the stirring rod (2), and A plurality of inclined stirring blades (4) were fixed to the upper portion, and at least one co-rotation preventing blade (5) reversely inclined to the inclined stirring blades (4) was rotatably provided on the stirring rod (2). A mixing and stirring device (1) for a soil improvement machine, which mixes and stirs the soil and the solidified material.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、地盤内に凝固材を注入しながら土と凝固材とを混合撹拌して地盤改 良するための混合撹拌装置に関する。 The present invention relates to a mixing and stirring device for mixing and stirring soil and solidified material while pouring solidified material into the ground to improve the ground.

【0002】[0002]

【従来の技術】[Prior art]

軟弱地盤を改良して支持力を上げるために種々の地盤改良方法が採用されてい る。その中に、混合撹拌装置により掘削し、セメントミルクや硬化剤等の凝固材 を注入しながら、掘削した土壌と凝固材とを回転する撹拌ロッドの撹拌翼によっ て混合撹拌し、軟弱地盤を改良する工法が採用されている。 Various ground improvement methods have been adopted to improve soft ground and increase bearing capacity. While excavating with a mixing and stirring device and injecting coagulant such as cement milk and hardening agent, the excavated soil and coagulant are mixed and stirred by the stirring blades of the rotating stirring rod, and the soft ground is removed. An improved construction method has been adopted.

【0003】 図2は、地盤改良工法に使用する従来の混合撹拌装置の概略図で、図2−(a )は正面から見た概略図、図2−(b)は図2−(a)から90度回転した状態 の概略図で、図2において、混合撹拌装置1は、掘進装置(図4参照)により回 転する撹拌ロッド2を備え、撹拌ロッド2の内部には、軸方向に凝固材を供給す る凝固材供給通路2aが形成されるとともに、撹拌ロッド2の先端には凝固材供 給通路2aに通じる凝固材噴出孔2bが形成されている。FIG. 2 is a schematic view of a conventional mixing and stirring apparatus used in the ground improvement method, FIG. 2- (a) is a schematic view seen from the front, and FIG. 2- (b) is FIG. 2- (a). FIG. 2 is a schematic view of a state in which the mixing and stirring device 1 is rotated by 90 degrees from FIG. 2. The mixing and stirring device 1 is equipped with a stirring rod 2 that is rotated by an excavation device (see FIG. 4). A solidified material supply passage 2a for supplying the solid material is formed, and a solidified material jet hole 2b communicating with the solidified material supply passage 2a is formed at the tip of the stirring rod 2.

【0004】 撹拌ロッド2の外周には、先端に掘削刃3aを有する掘削翼3が固定され、掘 削翼3の上部に間隔を置いて複数の撹拌翼4が撹拌ロッド2に対して傾斜して固 定されている。さらに、傾斜した撹拌翼4のほかに、後述する共回り防止翼5が 撹拌ロッド2に垂直にかつ回転自在に設けられている。An excavation blade 3 having an excavation blade 3 a at its tip is fixed to the outer periphery of the stirring rod 2, and a plurality of stirring blades 4 are inclined with respect to the stirring rod 2 at intervals above the excavation blade 3. Have been fixed. Further, in addition to the inclined stirring blade 4, a co-rotation preventing blade 5 described later is provided vertically and rotatably on the stirring rod 2.

【0005】 図3は、地盤改良機の混合撹拌装置の全体図で、ベースマシン6のリーダ6a に、掘進装置7が上下動可能に吊設され、掘進装置7には、図2に示した地盤を 掘削して土壌と凝固材とを混合する混合撹拌装置1が装着されている。混合撹拌 装置1は、図2に示すとおり、撹拌翼4と先端に掘削翼3を有する撹拌ロッド2 からなり、撹拌ロッド2は掘進装置7の油圧モータにより回転する。FIG. 3 is an overall view of the mixing and agitating device of the ground improvement machine. The excavation device 7 is suspended from the leader 6a of the base machine 6 so as to be vertically movable, and the excavation device 7 is shown in FIG. A mixing and stirring device 1 for excavating the ground and mixing the soil and the solidified material is installed. As shown in FIG. 2, the mixing and stirring apparatus 1 is composed of a stirring blade 4 and a stirring rod 2 having an excavation blade 3 at the tip, and the stirring rod 2 is rotated by a hydraulic motor of the excavation device 7.

【0006】 図4は、混合撹拌装置による土地改良の工程図で、ベースマシン6に吊設した 混合撹拌装置1を地盤改良する場所に位置決めセットした後、掘進装置7により 掘削翼3を回転させて掘進させながら、撹拌ロッド2内の先端の凝固材噴出孔2 bよりセメントミルクや硬化剤等の凝固材を注入し、撹拌翼4により凝固材と掘 削した土壌とを強制撹拌し、所定の深さまで掘進した後、撹拌ロッド2を逆回転 させて混合撹拌装置1を上方へ引き抜くと、凝固材により固化したコラム(改良 固結体)8が形成され、地盤改良される。FIG. 4 is a process diagram of land improvement by a mixing and agitating device. After the mixing and agitating device 1 hung on the base machine 6 is positioned and set at a place for ground improvement, the excavation device 7 rotates the excavation blades 3. While advancing, the coagulant such as cement milk and hardening agent is injected from the coagulant spouting hole 2b at the tip of the stirring rod 2, and the stirring blade 4 forcibly stirs the coagulated material and the excavated soil, After excavating to a depth of 1, the stirring rod 2 is rotated in the reverse direction and the mixing and stirring device 1 is pulled out upward, so that a column (improved solidified body) 8 solidified by the solidifying material is formed, and the ground is improved.

【0007】 ところが、従来の混合撹拌装置においては、特に粘着力のある地盤の場合、掘 削した土壌が団子状態になり撹拌装置と共に回転する現象(共回り現象)が生じ 、凝固材と改良すべき土壌とを充分に混合撹拌することができずに、土壌が凝固 材と混合することなくそのまま残ったり、外周辺部が殻状に固化したコラムがで きるという欠点があった。However, in the conventional mixing and stirring apparatus, especially in the case of the ground having adhesive force, a phenomenon (co-rotation phenomenon) occurs in which the excavated soil turns into a dumpling state and rotates together with the stirring apparatus, which improves the coagulating material. There was a drawback that the soil could not be mixed and stirred sufficiently, and the soil remained as it was without mixing with the coagulant, or that a column in which the outer periphery was solidified into a shell was formed.

【0008】 そこで、共回り現象を防止し混合を促進するため、図2に示すように、共回り 防止翼5を撹拌ロッド2に対して垂直に回動自在に設けたものが使用されている 。これは、土圧により共回り防止翼を静止させて土壌の共回りを阻止しようとす るものである。Therefore, in order to prevent the co-rotation phenomenon and promote the mixing, as shown in FIG. 2, the co-rotation preventing blade 5 is provided so as to be vertically rotatable with respect to the stirring rod 2. . This is to prevent the co-rotation of the soil by stopping the co-rotation prevention wing by earth pressure.

【0009】[0009]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、図2に示すように、共回り防止翼を設けても、共回り防止翼が 静止しているだけでは、特に粘着力のある地盤の場合、共回り防止翼が土壌と一 緒に回転する場合があり、土壌と凝固材との撹拌混合を十分に行うことができな いという欠点がある。 However, as shown in Fig. 2, even if the co-rotation prevention wing is provided, if the co-rotation prevention wing is stationary, the co-rotation prevention wing rotates together with the soil, especially in the case of the ground with adhesive force. However, there is a disadvantage that the soil and the coagulant cannot be sufficiently stirred and mixed.

【0010】 そこで、本考案は、土の共回り現象を防止できるとともに、優れた混合撹拌効 果が得られる簡単な構造の地盤改良機の混合撹拌装置を提供するものである。Therefore, the present invention provides a mixing and agitating device for a soil improvement machine having a simple structure capable of preventing a co-rotation phenomenon of soil and obtaining an excellent mixing and agitating effect.

【0011】[0011]

【課題を解決するための手段】[Means for Solving the Problems]

本考案の土壌と凝固材とを混合撹拌する地盤改良機の混合撹拌装置は、掘進装 置により回転する撹拌ロッドを備え、撹拌ロッドの内部には軸方向に凝固材供給 通路が形成されるとともに、撹拌ロッドの先端には凝固材供給通路に通じる凝固 材噴出孔が形成され、さらに、撹拌ロッドの外周には、先端に掘削翼が形成され 、掘削翼の上部には複数の傾斜した撹拌翼を固定するとともに、傾斜した撹拌翼 と逆傾斜した少なくともひとつの共回り防止翼を撹拌ロッドに回転自在に設けた ことを特徴とする。 The mixing and agitating device of the ground improvement machine for mixing and agitating the soil and the coagulant according to the present invention is equipped with a stirring rod which is rotated by the excavating device, and the coagulant supply passage is formed in the axial direction inside the stirring rod. , A tip of the stirring rod is formed with a coagulation material injection hole communicating with the coagulation material supply passage, a drilling blade is formed on the tip of the circumference of the stirring rod, and a plurality of inclined stirring blades are formed on the upper part of the drilling blade. It is characterized in that the stirring rod is fixed, and at least one co-rotation preventing vane that is inclined against the inclined stirring vane is rotatably provided on the stirring rod.

【0012】 共回り防止翼の長さは、傾斜した撹拌翼の長さより大きくすることが望ましい 。It is desirable that the length of the co-rotation prevention blade be larger than the length of the inclined stirring blade.

【0013】 また、逆傾斜した撹拌翼を掘削翼に次いで設けることが望ましい。In addition, it is desirable to provide a reversely inclined stirring blade next to the excavation blade.

【0014】[0014]

【考案の実施の形態】[Embodiment of the invention]

図1は、本考案の混合撹拌装置の概略図で、図1−(a)は正面から見た概略 図、図1−(b)は図1−(a)から90度回転した状態の概略図で、図1にお いて、混合撹拌装置1は、掘進装置7により回転する撹拌ロッド2を備え、撹拌 ロッド2は掘進装置7(第3図参照)に連結され、掘進装置7により回転する。 1 is a schematic view of a mixing and stirring apparatus of the present invention, FIG. 1- (a) is a schematic view seen from the front, and FIG. 1- (b) is a schematic view in a state rotated by 90 degrees from FIG. 1- (a). In FIG. 1, the mixing and stirring device 1 in FIG. 1 includes a stirring rod 2 which is rotated by the excavation device 7, and the stirring rod 2 is connected to the excavation device 7 (see FIG. 3) and rotated by the excavation device 7. .

【0015】 撹拌ロッド2の内部には軸方向にセメントミルク等の凝固材を供給するための 凝固材供給通路2aが形成され、撹拌ロッド2の先端には凝固材供給通路2aに 通じる凝固材噴出孔2bが形成されている。A coagulant supply passage 2a for supplying coagulant such as cement milk in the axial direction is formed inside the agitation rod 2, and a coagulant spout that leads to the coagulant supply passage 2a is formed at the tip of the agitation rod 2. The hole 2b is formed.

【0016】 撹拌ロッド2の先端には、複数の掘削刃3aを有する掘削翼3が設けられてい る。A digging blade 3 having a plurality of digging blades 3 a is provided at the tip of the stirring rod 2.

【0017】 掘削翼3の上部には複数の傾斜した撹拌翼4が間隔をおいて撹拌ロッド2に固 定されている。撹拌翼4は、掘進の際、回転により下方に食い込むとともに、掘 削した土壌をすくい上げるように傾斜させて撹拌ロッド2に固定されている。On the upper part of the excavation blade 3, a plurality of inclined stirring blades 4 are fixed to the stirring rod 2 at intervals. The stirring blade 4 bites downward by rotation during excavation, and is inclined and fixed to the stirring rod 2 so as to scoop up the excavated soil.

【0018】 掘削翼3の上部には、傾斜した撹拌翼4と逆方向に傾斜した共回り防止翼5が 撹拌ロッド2に回転自在に設けられている。共回り防止翼5は、本実施例では一 個の共回り防止翼5が掘削翼3の直上に設けられているが、傾斜した撹拌翼4と 同様に、複数の共回り防止翼を傾斜した撹拌翼4と交互に設けてもよい。On the upper part of the excavation blade 3, an inclined stirring blade 4 and a co-rotation preventing blade 5 inclined in the opposite direction are rotatably provided on the stirring rod 2. As for the co-rotation preventing blade 5, in the present embodiment, one co-rotation preventing blade 5 is provided directly above the excavation blade 3, but like the inclined stirring blade 4, a plurality of co-rotation preventing blades are inclined. You may provide with the stirring blade 4 by turns.

【0019】 また、共回り防止翼の長さは、傾斜した撹拌翼のそれよりもやや大きめにする ことにより、共回り防止及び掘削した土壌と凝固材の混合撹拌をより効率よく行 うことができる。Further, by making the length of the co-rotation prevention blade slightly larger than that of the inclined stirring blade, it is possible to prevent co-rotation and to efficiently mix and stir the excavated soil and the solidified material. it can.

【0020】 本考案による混合撹拌装置の使用方法は、前述の従来の混合撹拌装置と同様で あり、図3に示すように、ベースマシン6に吊設した混合撹拌装置1を地盤改良 する場所に位置決めセットした後、掘進装置7により掘削翼3を回転させて掘進 させながら、セメントミルクや硬化剤等の凝固材を撹拌ロッド2内の凝固材供給 通路2aへ供給して撹拌ロッドの先端の凝固材噴出孔2bより凝固材を噴出させ て、撹拌翼4により凝固材と掘削した土壌とを強制撹拌し、所定の深さまで掘進 した後、撹拌ロッド2を逆回転させて撹拌装置を上方へ引き抜き、凝固材により 固化したコラムが形成される。The method of using the mixing and stirring apparatus according to the present invention is the same as that of the conventional mixing and stirring apparatus described above, and as shown in FIG. 3, the mixing and stirring apparatus 1 hung on the base machine 6 is installed at a place for ground improvement. After positioning and setting, while the excavation device 7 rotates the excavation blade 3 to advance, the coagulant such as cement milk or hardening agent is supplied to the coagulant supply passage 2a in the stirring rod 2 to solidify the tip of the stirring rod. The coagulated material is ejected from the material ejecting hole 2b, the coagulated material and the excavated soil are forcibly stirred by the stirring blade 4, and after excavating to a predetermined depth, the stirring rod 2 is reversely rotated and the stirring device is pulled out upward. , A column solidified by the solidified material is formed.

【0021】 本考案による混合撹拌装置は、凝固材と掘削した土壌との混合撹拌の際に、共 回り防止翼5は、掘進の際に土圧を受けて撹拌翼4と逆方向に回転するため、撹 拌翼4の回転に従って回転しようとする土壌と凝固材との混合物に切り込みなが ら回転し、その結果、土壌が団子状態となるのを阻止されて共回り現象がなくな るとともに、土壌と凝固材との混合撹拌がより促進される。In the mixing and stirring apparatus according to the present invention, when the solidified material and the excavated soil are mixed and stirred, the anti-rotation blade 5 receives earth pressure during excavation and rotates in the opposite direction to the stirring blade 4. Therefore, as the stirring blade 4 rotates, it rotates while cutting into the mixture of soil and coagulant that is about to rotate, and as a result, the soil is prevented from forming a dumpling state, and the co-rotation phenomenon disappears. The mixing and stirring of the soil and the coagulant is further promoted.

【0022】[0022]

【考案の効果】[Effect of the invention]

本考案は、共回り防止翼を撹拌翼と逆傾斜にして撹拌ロッドに回転自在に設け たので、共回り防止翼が土圧により撹拌翼と反対方向に回転して、撹拌翼により 共回りしようとする土の回転を抑えるとともに、共回り防止翼は土に切り込まれ 、土壌と凝固材との混合撹拌を促進することができ、ムラのない均一なコラムを 形成することができる。 In the present invention, since the co-rotation prevention blade is installed on the stirring rod so that the co-rotation prevention blade is tilted in the opposite direction to the stirring blade, the co-rotation prevention blade rotates in the direction opposite to the stirring blade due to the earth pressure, so that In addition to suppressing the rotation of the soil, the co-rotation prevention blade can be cut into the soil to promote the mixing and stirring of the soil and the solidified material, and to form a uniform and uniform column.

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

【図1】 本考案の混合撹拌装置の概略図で、図1−
(a)は正面から見た概略図、図1−(b)は図1−
(a)から90度回転した状態の概略図である。
1 is a schematic view of a mixing and stirring apparatus of the present invention, FIG.
1A is a schematic view seen from the front, and FIG. 1-B is FIG. 1-
It is the schematic of the state rotated 90 degrees from (a).

【図2】 従来の混合撹拌装置の概略図で、図2−
(a)は正面から見た概略図、図2−(b)は図2−
(a)から90度回転した状態の概略図である。
FIG. 2 is a schematic view of a conventional mixing and stirring device, and FIG.
FIG. 2A is a schematic view seen from the front, and FIG.
It is the schematic of the state rotated 90 degrees from (a).

【図3】 地盤改良機の混合撹拌装置の全体図である。FIG. 3 is an overall view of a mixing and stirring device of the ground improvement machine.

【図4】 混合撹拌装置による土地改良の工程図であ
る。
FIG. 4 is a process diagram of land improvement using a mixing and stirring device.

【符号の説明】[Explanation of symbols]

1 混合撹拌装置 2 撹拌ロッド 2a 凝固材供給通路 2b 凝固材噴出孔 3 掘削翼 3a 掘削刃 4 撹拌翼 5 共回り防止翼 6 ベースマシン 6a リーダ 7 掘進装置 8 コラム(改良固結体) 1 Mixing and stirring device 2 Stirring rod 2a Solidified material supply passage 2b Solidified material jet hole 3 Excavation blade 3a Excavation blade 4 Stirring blade 5 Co-rotation prevention blade 6 Base machine 6a Leader 7 Excavation device 8 Column (improved solid body)

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【手続補正書】[Procedure amendment]

【提出日】平成8年11月28日[Submission date] November 28, 1996

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項2[Correction target item name] Claim 2

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

Claims (3)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 土壌と凝固材とを混合撹拌する地盤改良
機の混合撹拌装置は、掘進装置により回転する撹拌ロッ
ドを備え、撹拌ロッドの内部には軸方向に凝固材供給通
路が形成されるとともに、撹拌ロッドの先端には凝固材
供給通路に通じる凝固材の噴出孔が形成され、撹拌ロッ
ドの外周には、先端に掘削翼が形成され、掘削翼の上部
には複数の傾斜した撹拌翼を固定するとともに、傾斜し
た撹拌翼と逆傾斜した少なくともひとつの共回り防止翼
を撹拌ロッドに回転自在に設けたことを特徴とする土壌
と凝固材とを混合撹拌する地盤改良機の混合撹拌装置。
1. A mixing and stirring device of a ground improvement machine for mixing and stirring soil and coagulant comprises a stirring rod rotated by an excavation device, and a coagulant supply passage is formed in an axial direction inside the stirring rod. At the same time, a jet of solidified material communicating with the solidified material supply passage is formed at the tip of the stirring rod, a drilling blade is formed at the tip of the outer circumference of the stirring rod, and a plurality of inclined stirring blades are formed at the upper part of the drilling blade. And a mixing stirring device for a soil improvement machine for mixing and stirring soil and coagulant, characterized in that at least one co-rotation preventing vane that is inclined and reversely inclined is rotatably provided on the stirring rod. .
【請求項2】 請求項1記載の共回り防止翼の長さが傾
斜した撹拌翼の長さより大きいことを特徴とする請求項
1記載の地盤改良機の混合撹拌装置。
2. The mixing and stirring device for a ground improvement machine according to claim 1, wherein the length of the co-rotation preventing blade according to claim 1 is larger than the length of the inclined stirring blade.
【請求項3】 逆傾斜した撹拌翼が掘削翼に次いで設け
られていることを特徴とする請求項1又は2記載の地盤
改良機の混合撹拌装置。
3. The mixing and agitating device for a ground improvement machine according to claim 1, wherein an inversely inclined agitating blade is provided next to the excavating blade.
JP1996007736U 1996-08-05 1996-08-05 Mixing and stirring device for ground improvement machine Expired - Lifetime JP3036702U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1996007736U JP3036702U (en) 1996-08-05 1996-08-05 Mixing and stirring device for ground improvement machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1996007736U JP3036702U (en) 1996-08-05 1996-08-05 Mixing and stirring device for ground improvement machine

Publications (1)

Publication Number Publication Date
JP3036702U true JP3036702U (en) 1997-05-02

Family

ID=43171452

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1996007736U Expired - Lifetime JP3036702U (en) 1996-08-05 1996-08-05 Mixing and stirring device for ground improvement machine

Country Status (1)

Country Link
JP (1) JP3036702U (en)

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