JP2012047003A - Drip receiving device of hydraulic solidifying liquid and construction method of column replaced with hydraulic solidifying liquid using the device - Google Patents

Drip receiving device of hydraulic solidifying liquid and construction method of column replaced with hydraulic solidifying liquid using the device Download PDF

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JP2012047003A
JP2012047003A JP2010191723A JP2010191723A JP2012047003A JP 2012047003 A JP2012047003 A JP 2012047003A JP 2010191723 A JP2010191723 A JP 2010191723A JP 2010191723 A JP2010191723 A JP 2010191723A JP 2012047003 A JP2012047003 A JP 2012047003A
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material liquid
excavation
auger
hydraulic
solidifying material
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JP5790982B2 (en
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Shigeru Yoshida
茂 吉田
Kohei Oda
幸平 小田
Yuji Fukushima
裕二 福島
Shinichi Yamato
真一 大和
Shigeki Yoshida
茂樹 吉田
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Tenox Corp
Japan Inspection Organization Corp JIO
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Japan Inspection Organization Corp JIO
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Abstract

PROBLEM TO BE SOLVED: To provide a drip receiving device of hydraulic solidifying liquid and a construction method of a column replaced with hydraulic solidifying liquid, which prevent the hydraulic solidifying liquid attached to a drilling auger or remaining in a supply passage of the drilling auger from dripping down to the ground surface during redeployment of a construction apparatus to the next construction position after construction of a replaced column, so that the ground surface is prevented from being stained with the hydraulic solidifying liquid; and which also prevent a viscous dug sediment attached to a drilling claw from falling into a still uncured replaced column to deteriorate quality of the replaced column as a contaminant.SOLUTION: A drip receiving container 12 having an opening on the upper side is detachably suspended through suspension means 13 at a tip of a drilling auger 6.

Description

本発明は、水硬性固化材液置換コラム(以下、置換コラムとも称す。)の施工時に使用する水硬性固化材液の垂れ受け装置および該水硬性固化材液の垂れ受け装置を使用しての水硬性固化材液置換コラムの施工方法に関する。特に、本発明は、戸建住宅や低層建築物、土間スラブ等の比較的軽微な構造物の基礎に用いられる水硬性固化材液置換コラムの施工が終了して掘削オーガを地上に引き上げたら、掘削オーガの先端部に吊り下げて、掘削オーガから垂れ落ちる水硬性固化材液や掘削土を受け止め、地表面に散乱したり、築造した未だ固まらない水硬性固化材液置換コラムの中に落下しないようにする水硬性固化材液の垂れ受け装置および該装置を用いた水硬性固化材液置換コラムの施工方法に関する。   The present invention relates to a hydraulic solidifying material liquid drooping receiving device and a hydraulic solidifying material liquid dripping receiving device used during the construction of a hydraulic solidifying material liquid replacing column (hereinafter also referred to as a replacement column). The present invention relates to a construction method of a hydraulic solidifying material liquid replacement column. In particular, when the construction of the hydraulic solidifying material liquid replacement column used for the foundation of a relatively light structure such as a detached house, a low-rise building, or a dirt slab is finished and the excavation auger is pulled up to the ground, It is suspended from the tip of the excavation auger and receives the hydraulic solidification liquid and excavation soil that hangs down from the excavation auger. The present invention relates to a hydraulic solidifying material liquid dripping receiving apparatus and a construction method of a hydraulic solidifying liquid replacement column using the apparatus.

従来の水硬性固化材液置換コラムの施工方法の標準的な施工工程を、工程順に示す図5(a)〜(d)について説明する。この水硬性固化材液置換コラムの施工に使用する掘削オーガ6は、内部に水硬性固化材液の供給通路を有し、先端部に少なくとも掘削爪7と該水硬性固化材液の吐出口(図示省略)を備える。掘削オーガ6には、図1に示すような側面が平坦な掘削オーガおよび図2に示すようなスパイラルスクリューオーガ等がある。
まず、図5(a)に示すように施工装置1のオーガモータ3に掘削オーガ6を取り付け、掘削オーガ6をリーダ2に沿って鉛直に据え、掘削オーガ6の掘削爪7の中心と削孔位置(コラム心)が一致するように合わせてセットする。
次に、図5(b)に示すように掘削オーガ6を回転(正回転または逆回転)させながら掘進する。これはオーガモータ3の駆動で回転させ、スライド板5をリーダ2に沿って下方向に移動させることで実施される。
The standard construction process of the construction method of the conventional hydraulic solidifying material liquid replacement column will be described with reference to FIGS. The excavation auger 6 used for the construction of this hydraulic solidification material liquid replacement column has a hydraulic solidification material liquid supply passage inside, and at least the excavation claw 7 and the discharge port of the hydraulic solidification material liquid ( (Not shown). The excavation auger 6 includes an excavation auger having a flat side surface as shown in FIG. 1 and a spiral screw auger as shown in FIG.
First, as shown in FIG. 5A, the excavation auger 6 is attached to the auger motor 3 of the construction apparatus 1, the excavation auger 6 is installed vertically along the leader 2, the center of the excavation claw 7 of the excavation auger 6 and the drilling position. Set them so that the (column center) matches.
Next, as shown in FIG. 5B, the excavation auger 6 is dug while rotating (forward or reverse). This is implemented by rotating the auger motor 3 and moving the slide plate 5 along the reader 2 downward.

図5(b)に示すように掘進が所定深度に達したら、もしくは所定深度近傍から、水硬性固化材液の吐出口よりの吐出を開始する。掘削オーガ6が所定の深度に達した時点で、図5(c)に示すように掘削オーガ1を回転(正回転または逆回転)させ、または回転させないで、水硬性固化材液8を吐出しながら掘削オーガ6を引き上げ、所定区間の水硬性固化材液8の充填が終了すると、さらに掘削オーガ6を引上げ、水硬性固化材液置換コラムの築造を完了する。ここでいう所定区間とは、築造する置換コラム長であるが、水硬性固化材液8のブリーディング量を考慮した水硬性固化材液8の充填区間としてもよい。掘削オーガ6の引上げは、スライド板5をリーダ2に沿って上方に移動させることでオーガモータ3が一緒に引き上げられることで行われる。   As shown in FIG. 5B, when the excavation reaches a predetermined depth, or from the vicinity of the predetermined depth, discharge from the discharge port of the hydraulic solidifying material liquid is started. When the excavation auger 6 reaches a predetermined depth, as shown in FIG. 5C, the excavation auger 1 is rotated (forward rotation or reverse rotation) or the hydraulic solidification material liquid 8 is discharged without rotating. When the excavation auger 6 is pulled up and the filling of the hydraulic solidifying material liquid 8 in the predetermined section is completed, the excavation auger 6 is further pulled up to complete the construction of the hydraulic solidifying material liquid replacement column. The predetermined section here is the replacement column length to be constructed, but may be a filling section of the hydraulic solidifying material liquid 8 in consideration of the bleeding amount of the hydraulic solidifying material liquid 8. The excavation auger 6 is pulled up by moving the slide plate 5 upward along the leader 2 to pull up the auger motor 3 together.

このとき、単位時間当りに掘削オーガ6の引上げによる掘削爪7の下に生ずる孔容積に対し、水硬性固化材液8の吐出量(体積)が1.0〜1.5倍になるように引上げ速度を調整する。これは掘削オーガ6の引上げにより掘削爪7の下に空隙が生じないように、常に水硬性固化材液8で充満するようにするためである。水硬性固化材液8の吐出量が少ないと、サクションを誘発し、サクションが生じるとサクションを解消するために孔壁崩壊を誘発し、置換コラム中に土塊が混入するのみならず、場合によっては、所要のコラム形状を確保できなくなることもあり、置換コラムの品質が低下し好ましくない。   At this time, the discharge amount (volume) of the hydraulic solidifying material liquid 8 is 1.0 to 1.5 times the hole volume generated under the excavation claw 7 by pulling up the excavation auger 6 per unit time. Adjust the pulling speed. This is because the hydraulic solidifying material liquid 8 is always filled with the excavation auger 6 so that no gap is formed below the excavation claw 7 by pulling up the excavation auger 6. If the discharge amount of the hydraulic solidifying material liquid 8 is small, suction is induced, and if suction occurs, hole wall collapse is induced in order to eliminate the suction. In some cases, the required column shape cannot be secured, and the quality of the replacement column is deteriorated.

掘削オーガ6を引上げ、水硬性固化材液8を吐出して所定区間の水硬性固化材液8の充填が終了したら、この水硬性固化材液の吐出を停止し、さらに掘削オーガ6を地上まで引き上げる。図5(d)は、施工が完了した状態を示している。こうして充填された水硬性固化材液8が固化することによって置換コラムが形成される。
このような置換コラムの築造方法は、例えば、特許文献1および非特許文献1等にも示されている。
When the excavating auger 6 is pulled up and the hydraulic solidifying material liquid 8 is discharged to finish filling the hydraulic solidifying material liquid 8 in a predetermined section, the discharging of the hydraulic solidifying material liquid is stopped and the excavating auger 6 is further moved to the ground. Pull up. FIG. 5D shows a state where the construction is completed. A replacement column is formed by solidifying the hydraulic solidifying material liquid 8 thus filled.
Such a method for constructing a replacement column is also disclosed in, for example, Patent Document 1 and Non-Patent Document 1.

特開2007−191857JP2007-191857

地下連続壁工法 設計・施工ハンドブック 社団法人日本建設機械化協会編 技報堂出版株式会社発行(第427頁〜第430頁)Underground Continuous Wall Construction Method Design / Construction Handbook Japan Construction Mechanization Association Issued by Gihodo Publishing Co., Ltd. (pages 427-430)

しかしながら、このような水硬性固化材液置換コラムの施工方法においては、次のような課題がある。
(1)1本の水硬性固化材液置換コラムの築造が終了すると、施工装置1は次の施工位置に移動させる。置換コラムの築造が終了すると、掘削オーガ6は地上に引き上げられている。従って、施工装置1を次の施工位置に移動させる際に、掘削オーガ6の吐出口の逆止弁から漏れ落ちる水硬性固化材液のみならず掘削オーガ6に付着した水硬性固化材液が地上に垂れ落ちて地表面を汚すとともに固化してしまう課題がある。この部位の地表の土砂は、水硬性固化材液の固化物が混在するため、産業廃棄物扱いになって廃棄処理費用がかかるという課題もある。
(2)また、この水硬性固化材液置換コラムの築造方法では、水硬性固化材液の吐出口が掘削オーガ6の下端面にあるため、水硬性固化材液の重量を直接受けることになり、吐出口の弁から掘削オーガ6の供給通路内に残存する水硬性固化材液が漏れ出て垂れ落ち、施工装置の移動時等に地表面を汚してしまうという課題もある。
However, the construction method of such a hydraulic solidifying material liquid replacement column has the following problems.
(1) When the construction of one hydraulic solidifying material liquid replacement column is completed, the construction apparatus 1 is moved to the next construction position. When the construction of the replacement column is completed, the excavation auger 6 is lifted to the ground. Accordingly, when the construction apparatus 1 is moved to the next construction position, not only the hydraulic solidifying material liquid leaking from the check valve at the discharge port of the excavating auger 6 but also the hydraulic solidifying material liquid adhering to the excavating auger 6 is grounded. There is a problem of dripping down and soiling the ground surface and solidifying. Since the earth and sand on the surface of this part are mixed with the solidified material of the hydraulic solidifying material liquid, there is also a problem that it is handled as industrial waste and the disposal cost is high.
(2) Further, in this construction method of the hydraulic solidifying material liquid replacement column, since the discharge port of the hydraulic solidifying material liquid is at the lower end surface of the excavating auger 6, the weight of the hydraulic solidifying material liquid is directly received. Another problem is that the hydraulic solidifying material liquid remaining in the supply passage of the excavation auger 6 leaks from the discharge port valve and drips down, and the ground surface is soiled when the construction apparatus is moved.

(3)加えて、置換コラムの施工が終了して、掘削オーガ6の先端に固設されている掘削爪7に粘性の掘削土砂が付着したまま地上に引き上げられ、掘削オーガ6がまだ掘削孔上にあるときに、その掘削土砂が落下して未だ固化しない置換コラム中に混入することがある。その掘削土砂を除去しないまま水硬性固化材液が固化すると、置換コラムの品質劣化をきたすという課題もある。
(4)因みに、従来、掘削オーガの泥土飛散を防止するものとして、掘削オーガを取り囲んで設ける泥土飛散防止カバーの技術(例えば、実開昭58−33592号、特許第2835188号、特開2003−227287号)が開示されているが、これらは掘削オーガに付着している水硬性固化材液や泥土を周辺に撒き散らすことは防止できるが、施工装置を移動させる際に、掘削オーガから垂れ落ちる水硬性固化材液や泥土を受け止めて地表面が汚れることを防止することはできない。
(3) In addition, the construction of the replacement column is completed, and the excavation auger 6 is still drilled in the excavation hole, while the excavation claw 7 fixed at the tip of the excavation auger 6 is pulled up to the ground with the viscous excavation sediment attached thereto. When over, the excavated sediment may fall into the replacement column where it has fallen and has not yet solidified. If the hydraulic solidification liquid is solidified without removing the excavated soil, there is a problem that the quality of the replacement column is deteriorated.
(4) By the way, conventionally, as a means for preventing the mud scattering of the excavation auger, the technique of the mud scattering prevention cover provided surrounding the excavation auger (for example, Japanese Utility Model Laid-Open No. 58-33592, Japanese Patent No. 2835188, Japanese Patent Laid-Open No. 2003-2003). No. 227287) is disclosed, but these can prevent the hydraulic solidifying material liquid and mud adhering to the excavation auger from being scattered around, but when the construction equipment is moved, they drop from the excavation auger It is not possible to prevent the ground surface from getting dirty by receiving hydraulic solidifying material liquid or mud.

本発明は、前記課題を解決せんと提案されたものであり、その目的は、置換コラムの施工が終了して、施工装置が次の施工位置に移動する場合等において、掘削オーガ下端面の固化材液吐出口から水硬性固化材液が漏れ落ちるのみならず掘削オーガに付着した水硬性固化材液が地表面に垂れ落ちることを回避可能にし、以って水硬性固化材液が地表面を汚すことを防止できるとともに、掘削爪に付着した粘性の掘削土砂が落下して未だ固化しない置換コラム中に混入して置換コラムの品質を劣化させるという課題を回避できる水硬性固化材液の垂れ受け装置および水硬性固化材液置換コラムの施工方法を提供することにある。   The present invention has been proposed to solve the above problems, and its purpose is to solidify the bottom surface of the excavation auger when the construction of the replacement column is completed and the construction device moves to the next construction position. Not only does hydraulic solidification liquid leak from the material discharge port, but also it can prevent the hydraulic solidification liquid adhering to the excavating auger from dripping onto the ground surface, so that the hydraulic solidification liquid can penetrate the ground surface. The hydraulic solidified material dripping can prevent the problem of degrading the quality of the replacement column by preventing the soiling and mixing the viscous drilling soil adhering to the drilling claw into the replacement column that has not fallen and solidified. An object of the present invention is to provide an apparatus and a construction method for a hydraulic solidifying material liquid replacement column.

前記課題を解決するため、本発明に係る水硬性固化材液の垂れ受け装置は、上方に開口する垂れ受け容器と、該垂れ受け容器を、水硬性固化材液置換コラムの施工装置に取り付けた掘削オーガの先端部に吊持させる吊下げ手段と、を備え、垂れ受け容器は、吊り下げ手段を介し掘削オーガの先端部に着脱可能となっていることを特徴とする。   In order to solve the above-described problems, a hydraulic solidifying material liquid sag receiving device according to the present invention includes a sag receiving container that opens upward, and the sag receiving container attached to a construction device for a hydraulic solidifying material liquid replacement column. Suspending means for suspending from the tip of the excavation auger, and the hanging receptacle is detachable from the tip of the excavation auger via the suspending means.

この構成により、上方に開口する垂れ受け容器は、水硬性固化材液置換コラムの施工装置に取り付けた掘削オーガの先端部に、着脱自在に吊持させることができる。従って、水硬性固化材液置換コラムの施工が終了して掘削オーガを地上に引き上げたら、掘削オーガの先端部に上方に開口する垂れ受け容器を、吊り下げ手段で吊持させれば、それ以後は、掘削オーガから垂れ落ちる水硬性固化材液や掘削土は、地表面や掘削孔内に落下させることなく受け取ることができる。これにより施工装置の移動時に掘削オーガから垂れ落ちる水硬性固化材液で地表面を汚すことを防止できるし、掘削土が掘削オーガから削孔内に落下し、未だ固まらない置換コラム(水硬性固化材液)中に混入してその後固化する置換コラムの品質を低下させることも防止できる。   With this configuration, the drooping receptacle that opens upward can be removably suspended at the tip of the excavation auger attached to the construction device for the hydraulic solidifying material liquid replacement column. Therefore, when the construction of the hydraulic solidifying material liquid replacement column is completed and the excavation auger is lifted to the ground, the hanging receptacle that opens upward at the tip of the excavation auger is suspended by the hanging means, and thereafter The hydraulic solidifying material liquid and the excavated soil dripping from the excavation auger can be received without dropping into the ground surface or the excavation hole. This prevents the ground surface from being soiled by the hydraulic solidified material dripping from the excavating auger when the construction equipment is moved, and the excavated soil falls from the excavating auger into the borehole and does not solidify. It is also possible to prevent deterioration of the quality of the replacement column mixed in the material liquid and then solidified.

また、本発明に係る水硬性固化材液の垂れ受け装置は、前記掘削オーガが、先端部に掘削爪を備え、該掘削爪は中抜け形状であり、この中抜け部分が係止孔となり垂れ受け容器は吊り下げ手段でこの係止孔に着脱自在に係止して吊持することを特徴とする。   Further, in the hydraulic solidifying material liquid droop receiving apparatus according to the present invention, the excavation auger includes a excavation claw at a tip portion, and the excavation claw has a hollow shape, and the hollow portion becomes a locking hole and droops. The receiving container is characterized in that it is hung by being detachably locked in the locking hole by a hanging means.

この構成により、垂れ受け装置は、掘削爪の係止孔に、フック部材等を引っ掛けて着脱自在に吊持することができるばかりでなく、掘削爪が掘削オーガの固化材液吐出口の下方に位置しても、中抜け形状であるため、固化材液吐出口からの水硬性固化材液の吐出を邪魔することが少なくなるし、吐出口の逆止弁の装着交換が容易となる。   With this configuration, the drooping device can not only detachably hang a hook member or the like by hooking it into the locking hole of the excavation claw, but also the excavation claw below the solidified material liquid discharge port of the excavation auger. Even if it is positioned, it has a hollow shape, so that the discharge of the hydraulic solidifying material liquid from the solidifying material liquid discharge port is less likely to be disturbed, and the check valve of the discharge port can be easily replaced.

また、本発明に係る水硬性固化材液置換コラムの施工方法は、内部に水硬性固化材液の供給通路を有する掘削オーガの先端部に、少なくとも掘削爪と該水硬性固化材液の吐出口を備え、該掘削オーガをオーガモータを備えた施工装置で回転させながら所定深度まで掘進し、その後水硬性固化材液を該吐出口より吐出しつつ、該掘削オーガを回転させながら、または回転させないで引き上げ、掘削部の所定区間を該水硬性固化材液で充填する水硬性固化材液置換コラムの施工において、
施工が終了して掘削オーガを地上に引き上げたら、掘削オーガの先端部に、上方に開口する垂れ受け容器を、吊り下げ手段を介し着脱可能に吊持させることを特徴とする。
The hydraulic solidifying material liquid replacement column construction method according to the present invention includes at least a drilling claw and a discharge port for the hydraulic solidifying material liquid at the tip of the excavating auger having a hydraulic solidifying material liquid supply passage therein. The excavation auger is excavated to a predetermined depth while rotating with a construction device equipped with an auger motor, and then the excavation auger is rotated or not rotated while discharging the hydraulic solidification liquid from the discharge port. In the construction of the hydraulic solidifying material liquid replacement column that pulls up and fills the predetermined section of the excavation portion with the hydraulic solidifying material liquid,
When the excavation auger is lifted to the ground after the construction is completed, a droop receiving container that opens upward is detachably suspended at the tip of the excavation auger via a suspending means.

この構成により、1本の水硬性固化材液置換コラムの施工が終了して掘削オーガを地上に引き上げたら、掘削オーガの先端部には、上方に開口する垂れ受け容器が吊持される。従って、次の水硬性固化材液置換コラムの施工位置に施工装置を移動させる際に、掘削オーガから水硬性固化材液が垂れ落ちても、垂れ受け容器が受け止めるので、地表面に散乱して汚すことがなく施工できる。これにより地表面に水硬性固化材液が散乱した土砂の産業廃棄物処理の問題も発生しない。
また、置換コラムの施工が終了して、掘削オーガに掘削土砂(主に粘性土)が付着したまま地上に引き上げられ、掘削オーガが掘削孔上にあるとき、その掘削土砂が落下しても垂れ受け容器が受け止めるので、掘削孔の未だ固化しない水硬性固化材液(置換コラム)中に落下混入することが防止でき、これにより高品質の置換コラムを施工(築造)できる。
With this configuration, when the construction of one hydraulic solidifying material liquid replacement column is completed and the excavation auger is pulled up to the ground, a drooping receptacle opening upward is suspended from the tip of the excavation auger. Therefore, when moving the construction equipment to the construction position of the next hydraulic solidifying material liquid replacement column, even if the hydraulic solidifying material liquid drips from the excavation auger, the drooping container will receive it, so it will be scattered on the ground surface. Can be constructed without getting dirty. Thereby, the problem of the industrial waste disposal of the earth and sand which the hydraulic solidification material liquid scattered on the ground surface does not occur.
When the replacement column is completed, the excavation auger (mainly clayey soil) is lifted to the ground with the excavation auger attached to the excavation auger. Since the receiving vessel receives it, it can be prevented from falling into the hydraulic solidification material liquid (replacement column) in which the excavation hole is not yet solidified, so that a high-quality replacement column can be constructed (built).

本発明の水硬性固化材液の垂れ受け装置および水硬性固化材液置換コラムの施工方法によれば、次のような効果を奏する。
(1)掘削オーガに付着したり、掘削オーガの供給通路内に残存する水硬性固化材液が地上面に垂れ落ちることを回避し、以ってこの水硬性固化材液が地表面を汚すことを防止できる。
(2)水硬性固化材液や掘削土砂が地表面上に垂れ落ち汚すことがないので、その部分の産業廃棄物処理がなくなり、産業廃棄物処分費用を削減することができる。
(3)地上に引き上げられた掘削オーガが掘削孔上にあるとき、掘削オーガ(特に掘削爪)に付着した掘削土砂(主に粘性土)が掘削孔の未だ固化しない水硬性固化材液(置換コラム)中に落下混入することが防止でき、置換コラムの品質の低下を回避することができる。
(4)垂れ受け装置に回収した水硬性固化材液は、混入した土塊を除去すれば再利用が可能になるし、廃棄容器に集めれば廃棄が容易になる。
According to the construction method of the hydraulic solidifying material liquid dripping device and the hydraulic solidifying material liquid replacement column of the present invention, the following effects can be obtained.
(1) The hydraulic solidification material liquid that adheres to the excavation auger or remains in the supply passage of the excavation auger is prevented from dripping onto the ground surface, so that the hydraulic solidification material liquid contaminates the ground surface. Can be prevented.
(2) Since the hydraulic solidification material liquid and excavated earth and sand do not hang down and become soiled on the ground surface, the industrial waste treatment of the portion is eliminated, and the industrial waste disposal cost can be reduced.
(3) When the excavation auger pulled up to the ground is on the excavation hole, the excavation soil (mainly viscous soil) adhering to the excavation auger (especially the excavation claw) does not solidify in the excavation hole yet. Column) can be prevented from falling into the column, and deterioration of the quality of the replacement column can be avoided.
(4) The hydraulic solidifying material liquid collected in the drooping device can be reused by removing the mixed soil mass, and can be easily discarded by collecting it in a disposal container.

以上、本発明について簡潔に説明した。更に、以下に説明される発明を実施するための最良の形態を添付の図面と参照して詳細に説明する。   The present invention has been briefly described above. Further, the best mode for carrying out the invention described below will be described in detail with reference to the accompanying drawings.

本発明の実施形態による水硬性固化材液の垂れ受け装置を示す斜視図である。It is a perspective view which shows the dripping receptacle apparatus of the hydraulic solidification material liquid by embodiment of this invention. 図1に示す実施の形骸の変形例を示す斜視図である。It is a perspective view which shows the modification of the embodiment shown in FIG. 本発明の他の実施形態による水硬性固化材液の垂れ受け装置を示す斜視図である。It is a perspective view which shows the dripping receptacle apparatus of the hydraulic solidification material liquid by other embodiment of this invention. 本発明の更に他の実施形態による水硬性固化材液の垂れ受け装置を示す斜視図である。It is a perspective view which shows the dripping receptacle apparatus of the hydraulic solidification material liquid by other embodiment of this invention. 従来の置換コラムの施工方法を工程順(a)(b)(c)(d)に示す説明図である。It is explanatory drawing which shows the construction method of the conventional substitution column in process order (a) (b) (c) (d).

以下、本発明の実施の形態を図面を参照して詳細に説明する。図1は、本発明の実施形態による水硬性固化材液の垂れ受け装置を示す斜視図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective view showing a hydraulic solidifying material liquid dripping device according to an embodiment of the present invention.

この図1に示す水硬性固化材液の垂れ受け装置11は、上方に開口する垂れ受け容器12が、吊り下げ手段13を介し掘削オーガ6の先端部に、着脱可能に吊持される構成となっている。図1では側面が平坦な掘削オーガ6で示している。また、垂れ受け容器12として、本例では矩形容器19で示している。該矩形容器19は、矩形の底板19aに4枚の側板19bを連設したものからなり、各側板19bが上方に向かって拡開する形態をなす。   The hydraulic solidifying material liquid sag receiving device 11 shown in FIG. 1 has a configuration in which a sag receiving container 12 that opens upward is detachably suspended from the tip of the excavation auger 6 via a suspending means 13. It has become. In FIG. 1, the excavation auger 6 has a flat side surface. In addition, the drooping container 12 is shown as a rectangular container 19 in this example. The rectangular container 19 is formed by connecting four side plates 19b to a rectangular bottom plate 19a, and each side plate 19b expands upward.

吊り下げ手段13は、主にフック部材16およびワイヤロープ18で構成される。詳しくは、フック部材16の下端にリング部材17が設けられ、このリング部材17の外周4箇所に等長のワイヤロープ18の各一端が等間隔で止着されている。この4本の各ワイヤロープ18の他端は、前記矩形容器19のコーナー部の上端に取り付けた耳部材20に止着(結着)されている。リング部材17は、フック部材16に回転可能に設けても、固設してもよいが、回転可能な方が矩形容器19に回転しようとする外力が加わっても、各ワイヤロープ18を介し矩形容器19が回転できるため、この回転力が掘削オーガ6に伝達されないので好ましい。なお、ワイヤロープに代えてチェーンを用いてもよい。   The suspending means 13 is mainly composed of a hook member 16 and a wire rope 18. Specifically, a ring member 17 is provided at the lower end of the hook member 16, and each end of an equal length wire rope 18 is fixed at equal intervals at four locations on the outer periphery of the ring member 17. The other end of each of the four wire ropes 18 is fastened (attached) to an ear member 20 attached to the upper end of the corner portion of the rectangular container 19. The ring member 17 may be rotatably provided on the hook member 16 or may be fixedly attached. However, even if an external force is applied to the rectangular container 19 when the rotatable member 17 is rotated, the ring member 17 is rectangular via each wire rope 18. Since the container 19 can rotate, this rotational force is not transmitted to the excavation auger 6, which is preferable. A chain may be used instead of the wire rope.

一方、掘削オーガ6の先端には掘削爪7が設けられている。掘削爪7は、平板を鏃(やじり)状に形成し、これに係止孔14が貫通形成され中抜け形状となっており、この係止孔14の下部がV字状15となっている。この係止孔14のV字状15の尖った最下部(最低部)が掘削オーガ6の略中心線上に位置するように形成されている。
従って、水硬性固化材液の垂れ受け装置11では、垂れ受け容器12(矩形容器19)は、フック部材16を掘削爪7の係止孔14に引っ掛けることで、図1に示すように掘削オーガ6の先端に吊り下げることができる。この時、4本のワイヤロープ18の長さはそれぞれが等しく、フック部材16はV字状15の係止孔14により掘削オーガ6の略中心線上に位置するため、矩形容器19は、略水平状態にて掘削オーガを中心とした位置に吊持される。
なお、掘削爪7に係止孔14を形成し中抜け形状とすると、係止孔14を垂れ受け装置11のフック部材16の係止に使用できるばかりでなく掘削オーガ6下端面の固化材液吐出口からの水硬性固化材液の吐出を邪魔することが少なくなるし、吐出口の逆止弁の装着交換が容易となる。
On the other hand, a drilling claw 7 is provided at the tip of the drilling auger 6. The excavation claw 7 has a flat plate-like shape, and a locking hole 14 is formed through the flat plate. The lower portion of the locking hole 14 has a V-shape 15. . The sharpest lowermost part (lowest part) of the V-shaped 15 of the locking hole 14 is formed so as to be positioned on a substantially center line of the excavation auger 6.
Therefore, in the drooping receiving device 11 for the hydraulic solidifying material liquid, the drooping receiving container 12 (rectangular container 19) hooks the hook member 16 into the locking hole 14 of the excavating claw 7, and as shown in FIG. 6 can be hung on the tip of 6. At this time, the lengths of the four wire ropes 18 are equal to each other, and the hook member 16 is positioned substantially on the center line of the excavation auger 6 by the V-shaped 15 locking hole 14. It is suspended at a position centered on the excavation auger in the state.
If the locking hole 14 is formed in the excavation claw 7 to have a hollow shape, the locking hole 14 can be used for locking the hook member 16 of the drooping receiving device 11, and the solidified material liquid on the lower end surface of the excavation auger 6 It is less likely to obstruct the discharge of the hydraulic solidifying material liquid from the discharge port, and the check valve of the discharge port can be easily replaced.

しかして、水硬性固化材液の垂れ受け装置11は、水硬性固化材液置換コラムの築造が終了し、掘削オーガ6を地上に引き上げた直後に、フック部材16を掘削爪7の係止孔14に引っ掛けることで、矩形容器19を掘削オーガ6の先端に吊持させることができ、これにより掘削オーガ6から垂れ落ちたり、落下する水硬性固化材液や掘削土砂を、その矩形容器19で受け止めることができる。このため、垂れ落ちた水硬性固化材液が地表面を汚し、固化することを未然に回避することができるし、掘削オーガ6が掘削孔上にある間に、掘削オーガ6に付着した掘削土砂が掘削孔内に落下し、未だ固化しない置換コラム(水硬性固化材液)中に混入することを防止できる。   Thus, the hydraulic solidifying material liquid droop receiving device 11 has the hook member 16 engaged with the locking hole of the excavating claw 7 immediately after the construction of the hydraulic solidifying material liquid replacement column is completed and the excavating auger 6 is pulled up to the ground. 14, the rectangular container 19 can be suspended from the tip of the excavation auger 6, whereby the hydraulic solidified liquid or excavated earth and sand dripping or falling from the excavation auger 6 can be retained in the rectangular container 19. I can take it. For this reason, it is possible to prevent the drooping hydraulic solidification material liquid from soiling and solidifying the ground surface, and excavation earth and sand adhering to the excavation auger 6 while the excavation auger 6 is on the excavation hole. Can be prevented from falling into the excavation hole and mixing into the replacement column (hydraulic solidification material liquid) that has not yet solidified.

図2は、図1に示す実施の形態の変形例を示す斜視図である。
図2に示す水硬性固化材液の垂れ受け装置11は、図1に示すフック部材16を吊り環16aとし、掘削オーガ6の先端の掘削爪7に係止部材28を固設し、吊り環16aを該係止部材28に係止して吊り下げるようにしたものであって、他は図1に示す実施の形態と同様であるので、同様な構成要素には同一符号を付して他の詳細な説明は省略する。
図2では係止部材28は、掘削爪7の両側面に設けた場合を示しているが、係止部材28は掘削爪7の片側面だけに設けてもよい。
この構成によれば、係止部材28は掘削爪7に後付けで取り付けることができる。
FIG. 2 is a perspective view showing a modification of the embodiment shown in FIG.
The hydraulic solidifying material liquid droop receiving device 11 shown in FIG. 2 has the hook member 16 shown in FIG. 1 as a suspension ring 16 a, and a locking member 28 is fixed to the excavation claw 7 at the tip of the excavation auger 6. 16a is engaged with the locking member 28 and suspended, and the other components are the same as those of the embodiment shown in FIG. The detailed description of is omitted.
Although FIG. 2 shows the case where the locking member 28 is provided on both side surfaces of the excavation claw 7, the locking member 28 may be provided only on one side surface of the excavation claw 7.
According to this configuration, the locking member 28 can be attached to the excavation claw 7 later.

図3は、本発明の他の実施の形態を示す水硬性固化材液の垂れ受け装置の斜視図である。この図3に示す水硬性固化材液の垂れ受け装置11Aは、垂れ受け容器12が中華なべ型の容器21であって、他は前記実施の形態と同様であるので、同様な構成要素は同一符号を付して説明する。   FIG. 3 is a perspective view of a hydraulic solidifying material liquid droop receiving apparatus according to another embodiment of the present invention. In the hydraulic solidifying material liquid droop receiving apparatus 11A shown in FIG. 3, the droop receiving container 12 is a wok pan-shaped container 21, and the other components are the same as those in the above embodiment, and the same components are the same. A description will be given with reference numerals.

この図3に示す水硬性固化材液の垂れ受け装置11Aは、上方に開口する垂れ受け容器12が、吊り下げ手段13を介し掘削オーガ6の先端部に、着脱可能に吊持される構成であり、フック部材16と、このフック部材16の下端に回転可能に取り付けられたリング部材17と、このリング部材17の外周の3箇所に、等間隔に一端が止着された3本の等長のワイヤロープ18と、この各ワイヤロープ18の他端に支持された垂れ受け容器12としての中華なべ型の容器21とを備える。各ワイヤロープ18の他端は、中華なべ型の容器21の上端部内周に等間隔で取付部材27を介し取り付けられた耳部材20に止着されている。なお、図3では、掘削オーガ6としてスパイラルスクリューオーガで示している。   The hydraulic solidifying material liquid sag receiving device 11A shown in FIG. 3 has a configuration in which a sag receiving container 12 that opens upward is detachably suspended from the tip of the excavation auger 6 via a suspending means 13. Yes, a hook member 16, a ring member 17 rotatably attached to the lower end of the hook member 16, and three equal lengths with one end fixed at equal intervals at three locations on the outer periphery of the ring member 17. Wire rope 18 and a wok pan-shaped container 21 as a droop receiving container 12 supported at the other end of each wire rope 18. The other end of each wire rope 18 is fixed to the ear member 20 attached to the inner periphery of the upper end portion of the wok-type container 21 via the attachment member 27 at equal intervals. In FIG. 3, the excavation auger 6 is a spiral screw auger.

このため、水硬性固化材液の垂れ受け装置11Aでは、中華なべ型の容器21は、フック部材16を掘削爪7の係止孔14に引っ掛けることで、図3に示すように掘削オーガ6の先端に吊り下げることができる。この時、3本のワイヤロープ18の長さはそれぞれが等しく、フック部材16はV字状15の係止孔14により掘削オーガ6の略中心線上に位置するため、中華なべ型の容器21は、略水平状態にて掘削オーガを中心とした位置に吊持される。   For this reason, in the hydraulic solidifying material liquid sag receiving device 11A, the wok pan-shaped container 21 hooks the hook member 16 into the locking hole 14 of the excavation claw 7, and as shown in FIG. Can be hung from the tip. At this time, the lengths of the three wire ropes 18 are equal to each other, and the hook member 16 is positioned substantially on the center line of the excavation auger 6 by the V-shaped 15 locking hole 14. It is suspended at a position centered on the excavating auger in a substantially horizontal state.

従って、水硬性固化材液の垂れ受け装置11Aは、水硬性固化材液置換コラムの築造が終了し、掘削オーガ6を地上に引き上げた直後に、フック部材16を掘削爪7の係止孔14に引っ掛けることで、中華なべ型の容器21を掘削オーガ6の先端に吊持させることができ、これにより掘削オーガ6から垂れ落ちたり、落下する水硬性固化材液や掘削土砂を、その中華なべ型の容器21で受け止めることができる。このため、垂れ落ちた水硬性固化材液が地表面を汚し、固化することを未然に回避することができるし、掘削オーガ6が掘削孔上にある間に、掘削オーガ6に付着した掘削土砂が掘削孔内に落下し、未だ固化しない置換コラム(水硬性固化材液)中に混入することを防止できる。   Therefore, the hydraulic solidifying material liquid dripping receiver 11 </ b> A completes the construction of the hydraulic solidifying material liquid replacement column, and immediately after the excavation auger 6 is pulled up to the ground, the hook member 16 is engaged with the locking hole 14 of the excavation claw 7. By hooking onto the drilling auger 6, the wok pan-shaped container 21 can be suspended from the tip of the excavating auger 6, thereby allowing the hydraulic solidified liquid or excavated earth and sand dripping or falling from the excavating auger 6 to fall into the wok. It can be received by the container 21 of the mold. For this reason, it is possible to prevent the drooping hydraulic solidification material liquid from soiling and solidifying the ground surface, and excavation earth and sand adhering to the excavation auger 6 while the excavation auger 6 is on the excavation hole. Can be prevented from falling into the excavation hole and mixing into the replacement column (hydraulic solidification material liquid) that has not yet solidified.

図4は、本発明のさらに他の実施の形態を示す水硬性固化材液の垂れ受け装置の斜視図である。この図4に示す水硬性固化材液の垂れ受け装置11Bは、吊り下げ手段13の構成を前記実施の形態と異にするものであり、他は前記実施の形態と同様であるので、同様な構成要素には同一符号を付して説明する。   FIG. 4 is a perspective view of a hydraulic solidifying material liquid droop receiving apparatus showing still another embodiment of the present invention. The hydraulic solidifying material liquid sag receiving device 11B shown in FIG. 4 is different from the above embodiment in the structure of the suspension means 13, and the others are the same as in the above embodiment. Components will be described with the same reference numerals.

この図4に示す水硬性固化材液の垂れ受け装置11Bは、上方に開口する垂れ受け容器12が、吊り下げ手段13を介し掘削オーガ6の先端部に、着脱可能に吊持される構成を有し、中央部付近にU字部22aを、また一端部にL字状に曲折されたL字部22bをそれぞれ有する水平棒状の吊り竿22と、中央部付近にU字部23a、24aを有し、その吊り竿22の二箇所に懸垂支持される略コ字状をなす吊り棒23、24と、これらの吊り棒23、24の下端に取り付けられた矩形容器25とを備える。この水平棒状の吊り竿22と、略コ字状をなす吊り棒23、24が、吊り下げ手段13を構成する。
前記吊り竿22はU字部22aが掘削爪7の係止孔14に係止支持される。吊り棒23、24はこれらの中央部に形成されたU字部23a、24aが吊り竿22の二箇所、具体的にはU字部22aから等距離離れた二位置に係止支持される。なお、吊り竿22の吊り棒24を支持する部位には、矩形容器25の重量バランスをとる目印となるカラー26が装着されている。
The hydraulic solidifying material liquid sag receiving device 11B shown in FIG. 4 has a configuration in which a sag receiving container 12 that opens upward is detachably suspended from the tip of the excavation auger 6 via a suspending means 13. A horizontal bar-like hanging rod 22 having a U-shaped portion 22a near the center and an L-shaped portion 22b bent at one end, and U-shaped portions 23a and 24a near the center. The suspension rods 22 and 24 are substantially U-shaped and suspended at two locations of the suspension rod 22, and a rectangular container 25 attached to the lower ends of the suspension rods 23 and 24. The horizontal rod-like hanging rod 22 and the substantially U-shaped hanging rods 23 and 24 constitute the hanging means 13.
The suspension bar 22 has a U-shaped portion 22 a locked and supported in the locking hole 14 of the excavation claw 7. The suspension rods 23 and 24 are locked and supported by two U-shaped portions 23a and 24a formed at the center of the suspension rods 23, specifically at two positions equidistant from the U-shaped portion 22a. A collar 26 serving as a mark for balancing the weight of the rectangular container 25 is attached to a portion of the suspension rod 22 that supports the suspension rod 24.

かかる水硬性固化材液の垂れ受け装置11Bでは、先ず、吊り竿22を掘削オーガ6の掘削爪7に形成された係止孔14に通し、V字状15の底部にU字部22aを係止させる。また、このように係止された吊り竿22に対して矩形容器25に取り付けられた吊り棒23,24のU字部23a、24aを支持させる。この場合に、L字部22bを保持して掘削オーガ6の揺れを抑えながら、矩形容器25を移動させ、カラー26上にU字部24aが支持されるようにする。これにより矩形容器25を吊り竿22に対してバランスよく水平支持させることができる。   In such a hydraulic solidifying material liquid dripping receiver 11B, first, the suspension rod 22 is passed through the locking hole 14 formed in the excavation claw 7 of the excavation auger 6 and the U-shaped portion 22a is engaged with the bottom of the V-shaped 15. Stop. Further, the U-shaped portions 23a and 24a of the hanging rods 23 and 24 attached to the rectangular container 25 are supported on the hanging rod 22 thus locked. In this case, the rectangular container 25 is moved while holding the L-shaped part 22 b to suppress the excavation auger 6 from shaking so that the U-shaped part 24 a is supported on the collar 26. Thereby, the rectangular container 25 can be horizontally supported with respect to the hanging rod 22 with good balance.

従って、水硬性固化材液の垂れ受け装置11Bは、水硬性固化材液置換コラムの築造が終了し、掘削オーガ6を地上に引き上げた直後に、吊り竿22を掘削爪7の係止孔14に通し、係止孔14に通された吊り竿22に前述のように吊り棒23、24を吊り下げることにより、矩形容器25を掘削オーガ6の先端部に吊持させることができる。
これにより掘削オーガ6から垂れ落ちたり、落下する水硬性固化材液や掘削土砂を、その矩形容器25で受け止めることができる。このため、垂れ落ちた水硬性固化材液が地表面を汚し、固化することを未然に回避することができるし、掘削オーガ6が掘削孔上にある間に、掘削オーガ6に付着した掘削土砂が掘削孔内に落下し、未だ固化しない置換コラム(水硬性固化材液)中に混入することを防止できる。
Therefore, in the hydraulic solidifying material liquid droop receiving device 11B, immediately after the construction of the hydraulic solidifying material liquid replacement column is finished and the excavation auger 6 is pulled up to the ground, the suspension rod 22 is engaged with the locking hole 14 of the excavation claw 7. The rectangular container 25 can be suspended from the tip of the excavation auger 6 by suspending the suspension rods 23 and 24 from the suspension bar 22 passed through the locking hole 14 as described above.
As a result, the hydraulic solidified material liquid or the excavated earth and sand that hangs down or falls from the excavation auger 6 can be received by the rectangular container 25. For this reason, it is possible to prevent the drooping hydraulic solidification material liquid from soiling and solidifying the ground surface, and excavation earth and sand adhering to the excavation auger 6 while the excavation auger 6 is on the excavation hole. Can be prevented from falling into the excavation hole and mixing into the replacement column (hydraulic solidification material liquid) that has not yet solidified.

次に、本発明の実施の形態にかかる水硬性固化材液置換コラムの施工方法について説明する。
本発明の水硬性固化材液置換コラムの施工方法は、内部に水硬性固化材液の供給通路を有する掘削オーガの先端部に、少なくとも掘削爪と該水硬性固化材液の吐出口を備え、該掘削オーガをオーガモータを備えた施工装置で回転させながら所定深度まで掘進し、その後水硬性固化材液を該吐出口より吐出しつつ、該掘削オーガを回転させながら、または回転させないで引き上げ、掘削部の所定区間を該水硬性固化材液で充填する水硬性固化材液置換コラムの施工において、
施工が終了して掘削オーガを地上に引き上げた直後に、掘削オーガ6の先端部に、水硬性固化材液の垂れ受け装置を吊持させることを特徴とする。
Next, a construction method of the hydraulic solidifying material liquid replacement column according to the embodiment of the present invention will be described.
The construction method of the hydraulic solidifying material liquid replacement column of the present invention comprises at least the excavation claw and the discharge port of the hydraulic solidifying material liquid at the tip of the excavating auger having a hydraulic solidifying material liquid supply passage inside. The excavation auger is excavated to a predetermined depth while rotating with a construction device equipped with an auger motor, and then the excavating auger is pulled up while rotating or not rotating while excavating the hydraulic solidification liquid from the discharge port, and excavating. In the construction of the hydraulic solidifying material liquid replacement column that fills the predetermined section of the part with the hydraulic solidifying material liquid,
Immediately after the construction is finished and the excavation auger is lifted to the ground, a hydraulic solidifying material liquid droop receiving device is suspended from the tip of the excavation auger 6.

具体的には、水硬性固化材液置換コラムの築造は、図5(a)〜(d)に示す従来と同様の施工方法で行う。図5(a)〜(d)において説明すると、まず、図5(a)に示すように施工装置1のオーガモータ3に掘削オーガ6を取り付け、掘削オーガ6をリーダ2に沿って鉛直に据え、掘削オーガ6の掘削爪7の中心と削孔位置(コラム心)が一致するように合わせてセットする。
次に、図5(b)に示すように掘削オーガ6を回転(正回転または逆回転)させながら掘進する。これはオーガモータ3の駆動で回転させ、スライド板5をリーダ2に沿って下方向に移動させることで実施される。
Specifically, the construction of the hydraulic solidifying material liquid replacement column is performed by the same construction method as that shown in FIGS. 5 (a) to 5 (d). 5A to 5D, first, as shown in FIG. 5A, the excavation auger 6 is attached to the auger motor 3 of the construction apparatus 1, and the excavation auger 6 is installed vertically along the leader 2, Set so that the center of the excavation claw 7 of the excavation auger 6 and the drilling position (column center) coincide.
Next, as shown in FIG. 5B, the excavation auger 6 is dug while rotating (forward or reverse). This is implemented by rotating the auger motor 3 and moving the slide plate 5 along the reader 2 downward.

さらに、図5(b)に示すように掘進が所定深度に達したら、もしくは所定深度近傍から、水硬性固化材液の吐出口よりの吐出を開始する。掘削オーガ6が所定の深度に達した時点で、図5(c)に示すように掘削オーガ6を回転(正回転または逆回転)させ、または回転させないで、水硬性固化材液8を吐出しながら掘削オーガ6を引き上げ、所定区間の水硬性固化材液8の充填が終了すると、この水硬性固化材液の吐出を停止し、さらに掘削オーガ6を地上まで引き上げる。図5(d)は、施工が完了した状態を示している。   Further, as shown in FIG. 5B, when the excavation reaches a predetermined depth, or from the vicinity of the predetermined depth, discharge from the discharge port of the hydraulic solidifying material liquid is started. When the excavation auger 6 reaches a predetermined depth, as shown in FIG. 5C, the excavation auger 6 is rotated (forward rotation or reverse rotation) or the hydraulic solidification material liquid 8 is discharged without rotating. When the excavation auger 6 is lifted up and the filling of the hydraulic solidifying material liquid 8 in the predetermined section is completed, the discharge of the hydraulic solidification material liquid is stopped, and the excavation auger 6 is further pulled up to the ground. FIG. 5D shows a state where the construction is completed.

このようにして水硬性固化材液置換コラムの築造が終了して、掘削オーガ6を地上に引き上げたら、その直後に、掘削オーガ6の先端部に、前記した水硬性固化材液の垂れ受け装置11、11A、11Bを吊持させ、施工装置1を次の施工位置に移動させる。次の施工位置に移動したら、掘削オーガ6の先端部より水硬性固化材液の垂れ受け装置11、11A、11Bを取り外し、再び前記図5(a)〜(d)に示す築造方法で水硬性固化材液置換コラムを築造する。   When the construction of the hydraulic solidifying material liquid replacement column is completed in this way and the excavation auger 6 is pulled up to the ground, immediately after that, the above-mentioned hydraulic solidifying material liquid dripping device is attached to the tip of the excavation auger 6. 11, 11A, 11B are suspended and the construction apparatus 1 is moved to the next construction position. After moving to the next construction position, the hydraulic solidifying material liquid dripping receivers 11, 11A, 11B are removed from the tip of the excavating auger 6, and again hydraulic by the construction method shown in FIGS. 5 (a) to (d). Build a solidified liquid replacement column.

ここでの水硬性固化材液の垂れ受け装置11、11A、11Bは、前記図1、図2、図3および図4に示すもので、上方に開口する垂れ受け容器12と、該垂れ受け容器12を掘削オーガ6の先端部に着脱可能に吊持させる吊り下げ手段13とを備える。垂れ受け容器12および吊り下げ手段13は、図1乃至図4に示す実施の形態で詳細に説明したので、ここでは省略する。   The hydraulic solidifying material liquid sag receiving device 11, 11A, 11B shown in FIGS. 1, 2, 3, and 4 is a sag receiving container 12 that opens upward, and the sag receiving container. And suspending means 13 for detachably suspending 12 from the tip of the excavation auger 6. The hanging receptacle 12 and the suspension means 13 have been described in detail in the embodiment shown in FIGS.

従って、本発明の水硬性固化材液置換コラムの施工方法によれば、1本の置換コラムの施工が終了し、地上に引き上げられた掘削オーガ6の先端部には、垂れ受け容器12が吊り下げ手段13で吊持されているので、1本の置換コラムの施工が終了して、施工装置1を次の施工位置に移動させる場合等において、掘削オーガ6から水硬性固化材液が垂れ落ちても垂れ受け容器12が受け取るので、垂れ落ちる水硬性固化材液で地表面を汚し、これが固化することを防止して施工できる。また、掘削オーガ6が掘削孔上にある間に、掘削オーガ6に付着した掘削土砂(特に、掘削オーガ6の掘削爪7に付着した粘性の高い掘削土砂)が、掘削孔の未だ固化しない置換コラム(水硬性固化材液)中に落下混入することを防止でき、これにより高品質の置換コラムの築造が可能となる。   Therefore, according to the construction method of the hydraulic solidifying material liquid replacement column of the present invention, the construction of one replacement column is finished, and the drooping receptacle 12 is suspended from the tip of the excavation auger 6 pulled up to the ground. Since it is suspended by the lowering means 13, when the construction of one replacement column is completed and the construction device 1 is moved to the next construction position, the hydraulic solidifying material liquid drips from the excavation auger 6. However, since the drooping receiving container 12 receives it, the ground surface is soiled with the dripping hydraulic solidifying material liquid, and it is possible to prevent this from solidifying. Further, while the excavation auger 6 is on the excavation hole, excavation earth and sand adhering to the excavation auger 6 (particularly, highly viscous excavation earth and sand adhering to the excavation claw 7 of the excavation auger 6) is not replaced. It can be prevented from falling into the column (hydraulic solidifying material liquid), and this makes it possible to build a high-quality replacement column.

本発明は、水硬性固化材液置換コラムの築造が終了し、掘削オーガを地上に引き上げてから次の施工位置に移動させる間に、掘削オーガ6から水硬性固化材液が垂れ落ちたり、掘削オーガ6に付着した掘削土砂が落下するのを、垂れ受け容器12で受け取り、地表面を汚したり、置換コラムの品質を低下させることを防止できる効果を有し、水硬性固化材液置換コラムの施工に用いて有用である。   In the present invention, when the construction of the hydraulic solidifying material liquid replacement column is completed and the excavation auger is lifted to the ground and then moved to the next construction position, the hydraulic solidification material liquid dripped from the excavation auger 6 or excavated. The dripping container 12 receives the fall of the excavated earth and sand adhering to the auger 6 and has the effect of preventing the soil surface from being soiled or deteriorating the quality of the replacement column. Useful for construction.

1 施工装置
6 掘削オーガ
7 掘削爪
8 水硬性固化材液
11、11A、11B 水硬性固化材液の垂れ受け装置
12 垂れ受け容器
13 吊り下げ手段
14 係止孔
15 V字状
16 フック部材
16a 吊り環
17 リング部材
18 ワイヤロープ
19、25 矩形容器
20 耳部材
21 中華なべ型の容器
22 吊り竿
23、24 吊り棒
28 係止部材
DESCRIPTION OF SYMBOLS 1 Construction apparatus 6 Excavation auger 7 Excavation claw 8 Hydraulic solidification material liquid 11, 11A, 11B Hydraulic solidification material liquid droop receiving apparatus 12 Dripping container 13 Suspension means 14 Locking hole 15 V-shaped 16 Hook member 16a Suspension Ring 17 Ring member 18 Wire rope 19, 25 Rectangular container 20 Ear member 21 Wok-shaped container 22 Hanging rod 23, 24 Hanging rod 28 Locking member

Claims (3)

上方に開口する垂れ受け容器と、該垂れ受け容器を、水硬性固化材液置換コラムの施工装置に取り付けた掘削オーガの先端部に吊持させる吊り下げ手段と、を備え、垂れ受け容器は、吊下げ手段を介し掘削オーガの先端部に着脱可能となっていることを特徴とする水硬性固化材液の垂れ受け装置。   A drooping receptacle that opens upward, and a suspension means that suspends the drooping receptacle on the tip of an excavation auger attached to the construction device of the hydraulic solidifying material liquid replacement column, A hydraulic solidifying material liquid sag receiving device characterized in that it can be attached to and detached from the tip of the excavation auger via a suspension means. 前記掘削オーガは、先端部に掘削爪を備え、該掘削爪は中抜け形状であり、この中抜け部分が係止孔となり垂れ受け容器は吊り下げ手段でこの係止孔に着脱自在に係止して吊持することを特徴とする請求項1記載の水硬性固化材液の垂れ受け装置。   The excavation auger has an excavation claw at the tip, the excavation claw has a hollow shape, and the hollow portion becomes a locking hole, and the hanging receptacle is removably locked to the locking hole by a hanging means. The hydraulic solidifying material liquid drooping receiving device according to claim 1, wherein the hydraulic solidifying material liquid hanging device is suspended. 内部に水硬性固化材液の供給通路を有する掘削オーガの先端部に、少なくとも掘削爪と該水硬性固化材液の吐出口を備え、該掘削オーガをオーガモータを備えた施工装置で回転させながら所定深度まで掘進し、その後水硬性固化材液を該吐出口より吐出しつつ、該掘削オーガを回転させながら、または回転させないで引き上げ、掘削部の所定区間を該水硬性固化材液で充填する水硬性固化材液置換コラムの施工において、
施工が終了して掘削オーガを地上に引き上げたら、掘削オーガの先端部に、上方に開口する垂れ受け容器を、吊り下げ手段を介し着脱可能に吊持させることを特徴とする水硬性固化材液置換コラムの施工方法。
At least the excavation claw and the discharge port of the hydraulic solidification material liquid are provided at the tip of the excavation auger having a hydraulic solidification material liquid supply passage inside, and the excavation auger is rotated by a construction apparatus equipped with an auger motor while predetermined. Water that is excavated to a depth, and then is pulled up while rotating or not rotating the excavating auger while discharging the hydraulic solidifying material liquid from the discharge port, and filling the predetermined section of the excavating portion with the hydraulic solidifying material liquid In the construction of the hard solidifying material liquid replacement column,
When the excavation auger is lifted to the ground after the construction is completed, a hydraulic solidifying material liquid is characterized in that a droop receiving container that opens upward is removably suspended at the tip of the excavation auger via a suspension means. Replacement column construction method.
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KR102325548B1 (en) 2021-04-01 2021-11-11 남궁부학 Sheating work cup using method of construction for temporary retaining wall

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