JP2014055463A - Collecting device for sample in soil - Google Patents

Collecting device for sample in soil Download PDF

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JP2014055463A
JP2014055463A JP2012201436A JP2012201436A JP2014055463A JP 2014055463 A JP2014055463 A JP 2014055463A JP 2012201436 A JP2012201436 A JP 2012201436A JP 2012201436 A JP2012201436 A JP 2012201436A JP 2014055463 A JP2014055463 A JP 2014055463A
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soil
joint
auger
sample
inner tube
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JP5487265B2 (en
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Takahiro Kadosaki
孝弘 門崎
Takahiro Hayashi
隆浩 林
Makoto Kobayashi
眞 小林
Kaname Nakayama
要 仲山
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MARUMON CONSTRUCTION CO Ltd
Suntec Inc
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MARUMON CONSTRUCTION CO Ltd
Suntec Inc
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  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a collecting device for a sample in soil, capable of collecting a sample not only at a tip of an earth auger but also at an intermediate position of a drilling rod.SOLUTION: A collecting device for a sample in soil is provided on an earth auger 35, and has couplings each fitted to an auger screw coupling 33 and rotating integrally with an auger screw 33 in a vertical direction. The coupling in a lower direction is configured to be also a coupling to a drilling head or an enlarging head 1; in a configuration with an outer pipe and an inner pipe, a window hole for collecting the sample in soil is formed in an outer peripheral face of one end of the inner pipe and a cover body is provided in a side bottom part of the other end of the inner pipe.

Description

本発明は、アースオーガに設けて、固定液を充填し終わった直後の未硬化状態の土中試料を、地盤中の原位置(採取したい位置)においてピンポイントで採取するための土中試料の採取装置に関するものである。   The present invention provides an earth auger that is provided on an earth auger and is used for collecting an uncured soil sample immediately after filling with a fixative at a point in the ground (position to be collected) at a pinpoint. It relates to a sampling device.

アースオーガで掘削し、アースオーガ先端からセメントミルク等の固定液を充填して杭を造成する場合に、原位置の一部土砂と固定液とが攪拌混合されて強度発現の要強度を満足しているか否かを明確にしなければならない。   When excavating with an earth auger and filling a fixing liquid such as cement milk from the tip of the earth auger to create a pile, a part of the original soil and the fixing liquid are agitated and mixed to satisfy the required strength for strength development. It must be clear whether or not.

下記特許文献は、計画深度におけるピンポイントの土壌試料を簡単かつ確実に、しかも土質の如何に拘わらず採取することができるものとして提案された土壌試料採取方法である。
特開2003−321829号公報
The following patent document is a soil sampling method proposed as a method that can easily and reliably collect a pinpoint soil sample at a planned depth regardless of the soil quality.
JP 2003-321829 A

採取に用いる土壌試料採取装置は回転ロッド51の下端に連結したオーガースクリュー52と、そのオーガー軸の先端に連結した土壌採取具53とから構成され、図7に示すように、オーガースクリュー52の下端に掘削工具アタッチメント58を取付け、このオーガースクリュー52をクレーンブームに取付けた油圧モーターにより回転しながら土壌を採取する計画深度まで削孔した後、前記オーガースクリュー52を引き上げて掘削工具アタッチメント58に代えて、前記オーガースクリュー52の螺旋羽根よりも小さい外径を有する螺旋羽根54を周囲に設けた軸の上端に、この螺旋羽根54の外径よりも若干大きく、かつオーガースクリュー52の螺旋羽根とほぼ同等の外径を有する金属製円板56を固定してなる土壌採取具53を取付ける。   The soil sample collection device used for collection includes an auger screw 52 connected to the lower end of the rotating rod 51, and a soil collection tool 53 connected to the tip of the auger shaft. As shown in FIG. A drilling tool attachment 58 is attached to the drilling tool, and the auger screw 52 is rotated by a hydraulic motor attached to the crane boom to drill a hole to a planned depth for collecting soil. A spiral blade 54 having an outer diameter smaller than that of the auger screw 52 is provided at the upper end of the shaft around the shaft, and is slightly larger than the outer diameter of the spiral blade 54 and substantially equal to the spiral blade of the auger screw 52. A soil collecting tool 53 formed by fixing a metal disk 56 having an outer diameter of Put.

この土壌採取具53をオーガースクリュー52と共に回転しながら前記削孔中に下降させ、前記土壌採取具53を削孔の底面下方の地盤中に前記円板56が前記削孔の底面に接するまで貫入し、この状態でオーガースクリュー52および土壌採取具53を逆回転しながら地上に引き上げる。   The soil sampling tool 53 is lowered into the drilling hole while rotating together with the auger screw 52, and the soil sampling tool 53 is inserted into the ground below the bottom surface of the drilling hole until the disk 56 contacts the bottom surface of the drilling hole. In this state, the auger screw 52 and the soil collecting tool 53 are pulled up to the ground while rotating in reverse.

また、下記特許文献は、アースオーガの下端に接続される拡大ヘッドに設けて、杭施工における拡大根固め球根に根固め液を充填し終わった直後の未硬化状態の土中試料を、地盤中の原位置(採取したい位置)においてピンポイントで採取するものとして提案されたものである。
特開2006−241828号公報 特開2011−106137号公報
In addition, the following patent document is provided on the expansion head connected to the lower end of the earth auger, and an unhardened soil sample immediately after filling the rooting liquid into the expansion rooting bulb in the pile construction, This was proposed as a pinpoint sampling at the original position (position to be collected).
JP 2006-241828 A JP 2011-106137 A

これら特許文献2、3のいずれも、オーガスクリューと一体に回転し、かつ、前記オーガスクリュー下端部に設けた開閉自在な拡大翼が開翼すると土砂採取口が開かれ、閉翼すると土砂採取口が閉じられるものである。   Both of these Patent Documents 2 and 3 rotate integrally with the auger screw, and when the openable openable wing provided at the lower end portion of the auger screw is opened, the earth collection port is opened. When the blade is closed, the earth collection port is opened. Is to be closed.

前記特許文献1や特許文献2、3ではアースオーガの先端でしか土中試料の採取を採取することができない。すなわち、開閉自在な拡大翼を備えた拡大ヘッドからの拡大根固め球根に用いる根固め液の注入状態を把握するには適しているが、杭周固定液の採取はできないものであった。   In Patent Document 1 and Patent Documents 2 and 3, a sample in the soil can be collected only at the tip of the earth auger. That is, although it is suitable for grasping the injection state of the root-setting liquid used for the expansion root-setting bulb from the expansion head equipped with the openable / closable expansion wing, the pile circumference fixing liquid cannot be collected.

本発明の目的は前記不都合を解消し、アースオーガの先端のみならず、掘削ロットの中間位置でも土中試料の採取を可能とした土中試料の採取装置を提供することにある。   An object of the present invention is to provide a soil sample collecting device that eliminates the above inconvenience and makes it possible to collect a soil sample not only at the tip of an earth auger but also at an intermediate position of an excavation lot.

請求項1記載の本発明は前記目的を達成するため、第1に、アースオーガに設けられ、オーガスクリューと一体に回転するものとして、オーガスクリュー継手に嵌合する継手を上下方向に設け、かつ、下方向の継手は掘削ヘッドへの継手でもあること、第2に、外管と該外管の内側に収納される内管とからなり、該内管の一方の端部外周面に土中試料を採取するための窓孔を形成し、また、該内管の他方の端部側底部には採取した土中試料が取り出せるよう蓋体を設け、この外管・内管による採取装置に、前記窓孔を出没させるように内管を外管から出入する油圧シリンダ機構を横並びで並列させて全体を扁平としたことを要旨とするものである。   In order to achieve the above object, according to the first aspect of the present invention, firstly, a joint that is provided on the earth auger and rotates integrally with the auger screw is provided in the vertical direction. The lower joint is also a joint to the excavation head, and secondly, it consists of an outer pipe and an inner pipe housed inside the outer pipe. A window hole is formed for collecting the sample, and a lid is provided at the bottom on the other end side of the inner tube so that the collected soil sample can be taken out. The gist of the invention is that the hydraulic cylinder mechanism for moving the inner tube in and out of the outer tube so as to project and retract the window hole is juxtaposed side by side and made flat as a whole.

請求項1記載の本発明によれば、オーガスクリュー継手に嵌合する継手を上下方向に設けたので、オーガスクリューを接続する継手、例えば、オーガスクリュー同士の接続のアースオーガ中間部分でも土中試料の採取装置をセット可能であり、アースオーガ先端のみならず、任意の位置での土中試料の採取が可能である。   According to the first aspect of the present invention, since the joint to be fitted to the auger screw joint is provided in the vertical direction, the joint for connecting the auger screw, for example, the earth sample in the ground auger intermediate portion of the connection between the auger screws. Therefore, it is possible to collect a sample in the soil not only at the tip of the earth auger but also at an arbitrary position.

請求項2記載の本発明によれば、外管・内管による採取装置の内管を油圧シリンダ機構の伸長に連動させて前記外管から出現させ、窓孔より前記土中試料を前記内管内に取り込み、その後、前記油圧シリンダ機構を縮小させて前記内管を前記外管内に収納することにより、取り込んだ土中試料を内管内に保持したまま地上に引き上げ、内管の端部側底部に設けられた蓋体をはずして前記内管内の土中試料を回収することができる。   According to the second aspect of the present invention, the inner pipe of the sampling device using the outer pipe and the inner pipe is caused to emerge from the outer pipe in conjunction with the extension of the hydraulic cylinder mechanism, and the soil sample is put into the inner pipe from the window hole. After that, the hydraulic cylinder mechanism is reduced and the inner pipe is accommodated in the outer pipe, whereby the taken-in soil sample is pulled up to the ground while being held in the inner pipe, and is placed on the bottom on the end side of the inner pipe. The soil cover in the inner pipe can be collected by removing the provided lid.

特に、採取装置は、油圧シリンダ機構を横並びで並列させて全体を扁平としたものであり、オーガスクリュー同士の接続の箇所に介在させても上下に場所を取ることなく、オーガスクリューの回転の邪魔になることもない。   In particular, the sampling device has a flat structure with the hydraulic cylinder mechanisms arranged side by side in parallel. It will never be.

以上述べたように本発明の土中試料の採取装置は、アースオーガの先端のみならず、掘削ロットの中間位置でも土中試料の採取を可能としたものである。   As described above, the soil sample collecting apparatus according to the present invention can collect the soil sample not only at the tip of the earth auger but also at an intermediate position of the excavation lot.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の土中試料の採取装置の1実施形態を示すもので、アースオーガの先端部に設けた状態の正面図、図2はアースオーガの中間部に設けた状態の正面図で、図中35は駆動装置2とオーガスクリュー33と掘削ヘッド34とからなるアースオーガである。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 shows an embodiment of a soil sample collecting device according to the present invention. FIG. 2 is a front view of a ground auger provided at the tip, and FIG. 2 is a front view of a ground auger provided at an intermediate portion. In the figure, reference numeral 35 denotes an earth auger comprising the driving device 2, an auger screw 33 and an excavation head 34.

アースオーガ35は、図示は省略するが、ベースマシンの前端部にマストを垂直に支持し、該マストに全長にわたって配設したリーダーに、モータ、減速機を有する駆動装置32を上下動自在に支持させると共にトップシーブから垂下されたワイヤにより昇降自在に吊支し、この駆動装置の出力軸に継手を介してオーガスクリュー33を接続してある。   Although not shown, the earth auger 35 supports the mast vertically at the front end of the base machine, and supports the drive device 32 having a motor and a speed reducer on the mast so as to be movable up and down. The auger screw 33 is connected to the output shaft of the driving device via a joint.

これら駆動装置32とオーガスクリュー33、オーガスクリュー33同士、オーガスクリュー33と掘削ヘッド34とはそれぞれ継手により接続するが、特開2006−262706号公報にもあるが角柱状プラグからなる雄継手と、上記プラグが嵌脱自在の角孔状ソケットからなる雌継手とを有し、該雄、雌両継手に横断方向に貫通するピン孔を設けた雄、雌継手からなる。従来、これに使用する軸継手として、六角軸の雄継手を六角孔の雌継手に嵌入し、ついで上記六角軸と六角孔の接合面にまたがって貫通された孔に抜け止めピンを挿入した構造のものが広く使用されている。   The drive device 32 and the auger screw 33, the auger screws 33, the auger screw 33 and the excavation head 34 are connected by joints, respectively. However, as disclosed in Japanese Patent Application Laid-Open No. 2006-262706, The male and female joints have a female joint made of a square hole socket in which the plug can be freely fitted and detached, and are provided with pin holes penetrating in the transverse direction in the male and female joints. Conventionally, as a shaft joint used for this, a hexagonal shaft male joint is inserted into a hexagonal hole female joint, and then a retaining pin is inserted into a hole that extends through the joint surface between the hexagonal shaft and the hexagonal hole. Are widely used.

六角軸の雄継手を六角孔の雌継手に嵌入し、ついで六角軸と六角孔の接合面にまたがって貫通された孔に抜け止めピンを挿入する。   The male joint of the hexagonal shaft is fitted into the female joint of the hexagonal hole, and then a retaining pin is inserted into the hole penetrating the joint surface between the hexagonal shaft and the hexagonal hole.

図7に示すように、雄継手41は六角軸42の前後両端に円形軸部43、44をそれぞれ連設し、又雌継手45は、前記雄継手の六角軸42と嵌合すべき前端開口の六角孔46を有し、該六角孔46の後端に、前記雄継手の前端の円形軸部43と嵌合すべき円形孔部47を連設し、六角孔46の前端に、前記雄継手の後端の円形軸部44と嵌合すべき円形孔部48を連設してある。   As shown in FIG. 7, the male joint 41 has circular shaft portions 43 and 44 connected to the front and rear ends of the hexagonal shaft 42, respectively, and the female joint 45 has a front end opening to be fitted with the hexagonal shaft 42 of the male joint. A hexagonal hole 46, a circular hole portion 47 to be fitted with the circular shaft portion 43 at the front end of the male joint is connected to the rear end of the hexagonal hole 46, and the male end is connected to the front end of the hexagonal hole 46. A circular hole 48 to be fitted to the circular shaft portion 44 at the rear end of the joint is provided continuously.

図中49は、雄雌継手41、45の嵌合時に、六角軸42と六角孔46の接合面にまたがって貫通された抜け止めピン孔の半円孔である。   In the figure, reference numeral 49 denotes a semi-circular hole of a retaining pin hole that passes through the joint surface of the hexagonal shaft 42 and the hexagonal hole 46 when the male and female joints 41 and 45 are fitted.

図中10は本発明の土中試料の採取装置で、採取部10aは外管11の内側に窓孔12aのある採取パイプとしての内管12(以下、単に内管という)が収納される二重管構造(円管に限らず角管でもよい)となっている。   In the figure, reference numeral 10 denotes a soil sample collecting device according to the present invention, and a collecting portion 10a accommodates an inner tube 12 (hereinafter simply referred to as an inner tube) as a collecting pipe having a window hole 12a inside an outer tube 11. It has a heavy tube structure (not only a circular tube but also a square tube).

窓孔12aは、弁付きのものではなく、図3に示すように、内管12の周壁を内管12の軸心に対して4分割したうち、上部の1つ約90°の円弧で切り欠いて形成する上向きの開口である。このように窓孔12aを形成することで、拡大ヘッド1を回転させたときに採取装置10の内管12も回転し、土中試料が前記窓孔12aより内管12内に取り込まれ、かつ、そのまま内部に保留される。   The window hole 12a is not provided with a valve, and as shown in FIG. 3, the peripheral wall of the inner tube 12 is divided into four parts with respect to the axial center of the inner tube 12, and the upper one is cut by an arc of about 90 °. It is an upward opening formed by lacking. By forming the window hole 12a in this way, the inner tube 12 of the sampling device 10 also rotates when the enlargement head 1 is rotated, and the soil sample is taken into the inner tube 12 from the window hole 12a, and , Is held inside as it is.

土中試料の採取装置10は、前記外管11と内管12からなる採取部10aとシリンダ27aおよびロッド27bからなる油圧シリンダ機構27とを取り付け板8により横並びで並列させて全体を扁平とした。   The soil sample collection device 10 is flattened by arranging the collection portion 10a composed of the outer tube 11 and the inner tube 12 and the hydraulic cylinder mechanism 27 composed of the cylinder 27a and the rod 27b side by side in parallel by the mounting plate 8. .

内管12の先端部は、連結アーム13を介して油圧シリンダ機構27のロッド27bの先端部と繋がっている。この連結アーム13は一端を油圧シリンダ機構27のロッド27bとは剛結し、他端は内管12の先端部にピン36により軸着し、油圧シリンダ機構27のロッド27bの動きを連結アーム13は片持ち式で内管12に伝えるようにしている。   The distal end portion of the inner pipe 12 is connected to the distal end portion of the rod 27 b of the hydraulic cylinder mechanism 27 via the connecting arm 13. One end of the connecting arm 13 is rigidly connected to the rod 27 b of the hydraulic cylinder mechanism 27, and the other end is pivotally attached to the distal end portion of the inner tube 12 by a pin 36, and the movement of the rod 27 b of the hydraulic cylinder mechanism 27 is controlled by the connecting arm 13. Is transmitted to the inner tube 12 in a cantilever manner.

採取装置10の内管12の反対側の端部は採取した土中試料の取出口となっており、ここに蓋体14がある。   The end on the opposite side of the inner tube 12 of the sampling device 10 is an outlet for collecting the sample in the soil, and the lid 14 is located here.

図3〜図5示すように、アースオーガ35に設けられ、オーガスクリュー33と一体に回転するものとして、土中試料の採取装置10は、オーガスクリュー継手である雄継手41と雌継手45に嵌合する継手を上下方向に設けた。   As shown in FIGS. 3 to 5, the soil sample collection device 10 is fitted to a male joint 41 and a female joint 45, which are auger screw joints, provided on the earth auger 35 and rotating integrally with the auger screw 33. Joints to be joined were provided in the vertical direction.

該継手は、オーガスクリュー継手である雄継手41と雌継手45と同じく雌継手45と雄継手41であり、図示の例は雌継手45を土中試料の採取装置10の下面から下方に向けて突設し、雄継手41を土中試料の採取装置10の上面から下方に向けて突設する。   The joints are a female joint 45 and a male joint 41 as well as a male joint 41 and a female joint 45 which are auger screw joints. In the illustrated example, the female joint 45 is directed downward from the lower surface of the soil sample collection device 10. The male joint 41 is projected downward from the upper surface of the soil sample collecting device 10.

雄継手41は六角軸42の前後両端に円形軸部43、44をそれぞれ連設し、又雌継手45は、前記雄継手の六角軸42と嵌合すべき前端開口の六角孔46を有し、該六角孔46の後端に、前記雄継手の前端の円形軸部43と嵌合すべき円形孔部47を連設し、六角孔46の前端に、前記雄継手の後端の円形軸部44と嵌合すべき円形孔部48を連設してある。   The male joint 41 has circular shaft portions 43 and 44 connected to both front and rear ends of the hexagonal shaft 42, and the female joint 45 has a hexagonal hole 46 with a front end opening to be fitted with the hexagonal shaft 42 of the male joint. A circular hole 47 to be fitted with the circular shaft portion 43 at the front end of the male joint is connected to the rear end of the hexagonal hole 46, and a circular shaft at the rear end of the male joint is connected to the front end of the hexagonal hole 46. A circular hole 48 to be fitted with the portion 44 is provided continuously.

図中49は、雄雌継手41、45の嵌合時に、六角軸42と六角孔46の接合面にまたがって貫通された抜け止めピン孔の半円孔である。また、50は油圧カップラーである。   In the figure, reference numeral 49 denotes a semi-circular hole of a retaining pin hole that passes through the joint surface of the hexagonal shaft 42 and the hexagonal hole 46 when the male and female joints 41 and 45 are fitted. Reference numeral 50 denotes a hydraulic coupler.

雌継手45は、掘削ヘッド34や拡大ヘッド1への継手でもあり、後述の雄継手7に嵌合する。   The female joint 45 is also a joint to the excavation head 34 and the expansion head 1 and is fitted to the male joint 7 described later.

掘削ヘッド34は通常のものであるが、拡大ヘッド1は、図1に示すようにアースオーガ35の先端に取り付けられ、図7に示すように、伸縮する拡径翼22を有する。   Although the excavation head 34 is a normal one, the enlargement head 1 is attached to the tip of the earth auger 35 as shown in FIG. 1, and has a diameter-expanded blade 22 that expands and contracts as shown in FIG.

拡大ヘッド1は下端には先端ビット4aを複数備えた掘削刃4を有し、その上方に掘削土砂を上方に押し上げるスパイラル翼5が設けられ、更にその上方に軸部2を挟んで互いに逆方向に伸縮可能な一対の攪拌用の拡径翼22が設けられている。   The expansion head 1 has a drilling blade 4 provided with a plurality of tip bits 4a at the lower end, and a spiral blade 5 for pushing up the drilling earth and sand is provided above it, and further on the shaft part 2 above it is opposite to each other. A pair of agitating diameter-expanding blades 22 that can be expanded and contracted are provided.

拡大ヘッド1の上端には雄継手7が形成されアースオーガ35のオーガスクリュー33に接続できるようになっている。また、軸部2にはオーガスクリュー33の配管と接続される配管30が設けられており、下端部の吐出口31から掘削液や根固め液を吐出できるようになっている。   A male joint 7 is formed at the upper end of the expansion head 1 so that it can be connected to the auger screw 33 of the earth auger 35. Further, the shaft portion 2 is provided with a pipe 30 connected to the pipe of the auger screw 33 so that the drilling fluid and the rooting fluid can be discharged from the discharge port 31 at the lower end portion.

拡径翼22は、軸部2を外筒20と、外筒20をシリンダーとしてその内部を摺動するピストン21に形成し、外筒20に誘導自在に設ける。拡径翼22は、拡大アーム22aにビット22bを設けたもので、根本にカム部22cを形成する。   The diameter-expanded blade 22 is formed on the outer cylinder 20 by forming the shaft portion 2 on the outer cylinder 20 and the piston 21 sliding inside the outer cylinder 20 as a cylinder. The diameter expansion blade 22 is provided with a bit 22b on an expansion arm 22a, and forms a cam portion 22c at the root.

このカム部22cを外筒20の取付ブラケット23に軸支し、一方、ピストン21の外周にはカム部22cの係合突起が嵌る係合凹部24を形成した。   The cam portion 22c is pivotally supported on the mounting bracket 23 of the outer cylinder 20, while an engagement recess 24 into which the engagement protrusion of the cam portion 22c is fitted is formed on the outer periphery of the piston 21.

このようにして、ピストン21の上下動に応じて、カム部22cが回動し、拡径翼22が開閉する。   Thus, according to the vertical movement of the piston 21, the cam portion 22 c rotates and the diameter-expanded blade 22 opens and closes.

図中25aは拡大アーム22aの縮小油圧ポートライン、25bは拡大アーム22aの拡大油圧ポートラインである。   In the figure, 25a is a reduced hydraulic port line of the enlarged arm 22a, and 25b is an enlarged hydraulic port line of the enlarged arm 22a.

次に使用法および動作について説明する。拡大ヘッド1を使用するときは、図1に示すように、拡大ヘッド1の雄継手7と土中試料の採取装置10の雌継手45を接合し、採取装置10の雄継手41にオーガスクリュー33の雌継手45を接合して本発明の土中試料の採取装置10を拡大ヘッド1の直上にセットする。   Next, usage and operation will be described. When using the magnifying head 1, as shown in FIG. 1, the male joint 7 of the magnifying head 1 and the female joint 45 of the soil sampling device 10 are joined, and the auger screw 33 is connected to the male joint 41 of the sampling device 10. The female joint 45 is joined and the soil sample collecting device 10 of the present invention is set immediately above the expansion head 1.

拡径翼22を閉じた状態で所定長を掘削し、油圧によりピストン21の動きで拡径翼22を拡径させ、この状態で、掘削孔内に根固め液を注出してロッドを正転させて、拡大根固め球根の拡大掘削を行う。   A predetermined length is excavated with the diameter-expanded blade 22 closed, and the diameter-expanded blade 22 is expanded by the movement of the piston 21 by hydraulic pressure. In this state, the rooting liquid is poured into the excavation hole and the rod is rotated forward. Then, enlargement excavation of the enlarged root bulb is performed.

掘削孔内に根固め液を充填し終わった直後に充填物を採取するには、油圧シリンダ機構27を作動させ、シリンダ27aからロッド27bを突出させれば、採取装置10の内管12はロッド27bに連動して外管11から突出し、窓孔12aが露出する。   In order to collect the filler immediately after filling the borehole with the root-setting liquid, the hydraulic cylinder mechanism 27 is operated and the rod 27b is projected from the cylinder 27a. It projects from the outer tube 11 in conjunction with 27b, and the window hole 12a is exposed.

そのまま拡大ヘッド1を孔内で正転(拡大掘削時と同一の回転)させることで、孔内にある充填物の土中試料が窓孔12aから内管12内に取り込まれ、油圧シリンダ機構27を縮小させ、シリンダ27aにロッド27bを収納させれば、ロッド27bの縮径に連動して内管12が外管11内に収納される。   By directly rotating the expansion head 1 in the hole (same rotation as in the expansion excavation), the soil sample of the filler in the hole is taken into the inner tube 12 from the window hole 12a, and the hydraulic cylinder mechanism 27 When the rod 27b is stored in the cylinder 27a, the inner tube 12 is stored in the outer tube 11 in conjunction with the reduced diameter of the rod 27b.

この状態で拡大ヘッド1を地上に引き上げることにより採取した土中試料を内管12内に密閉保持したまま他場所の充填物、不純物等と混ざることなく回収することができる。採取した土中試料は蓋体14を開けることにより容易に取り出せる。   In this state, the soil sample collected by pulling up the expansion head 1 to the ground can be collected without being mixed with the fillers, impurities, etc. in other places while being kept sealed in the inner tube 12. The collected soil sample can be easily taken out by opening the lid 14.

図2は土中試料の採取装置10をアースオーガ35の中間部にセットする場合で、オーガスクリュー33同士の接続の間に配設する。下段のオーガスクリュー33の雄継手は採取装置10の雌継手45に、上段の雌継手45は採取装置10の雄継手に嵌合する。   FIG. 2 shows a case where the soil sample collecting device 10 is set in the middle portion of the earth auger 35 and is disposed between the auger screws 33 connected to each other. The male joint of the lower auger screw 33 is fitted to the female joint 45 of the sampling device 10, and the upper female joint 45 is fitted to the male joint of the sampling device 10.

土中試料の採取装置10での土砂の採取方法は前記と同様であり、杭周囲の固定液の採取が可能である。この場合は、通常の掘削ヘッド34を使用する。   The method for collecting earth and sand in the soil sample collecting device 10 is the same as described above, and the fixing liquid around the pile can be collected. In this case, a normal excavation head 34 is used.

本発明の土中試料の採取装置の1実施形態を示すアースオーガの先端部に設けた状態の正面図である。It is a front view of the state provided in the front-end | tip part of the earth auger which shows one Embodiment of the sampling device of the soil sample of this invention. 本発明の土中試料の採取装置の1実施形態を示すアースオーガの中間部に設けた状態の正面図である。It is a front view of the state provided in the intermediate part of the earth auger which shows one Embodiment of the sampling device of the soil sample of this invention. 本発明の土中試料の採取装置の1実施形態を示す正面図である。It is a front view which shows one Embodiment of the sampling device of the soil sample of this invention. 本発明の土中試料の採取装置の1実施形態を示す側面図である。It is a side view which shows one Embodiment of the sampling apparatus of the soil sample of this invention. 本発明の土中試料の採取装置の1実施形態を示す平面図である。It is a top view which shows one Embodiment of the sampling device of the soil sample of this invention. 本発明の土中試料の採取装置の1実施形態を示す横断平面図である。It is a cross-sectional top view which shows one Embodiment of the sampling device of the soil sample of this invention. 拡大ヘッドの縦断正面図である。It is a vertical front view of an expansion head. オーガスクリュー継手の説明図である。It is explanatory drawing of an auger screw coupling. 従来例を示す説明図である。It is explanatory drawing which shows a prior art example.

1…拡大ヘッド 2…軸部
3…拡径翼 4…掘削刃
4a…先端ビット 5…スパイラル翼
7…雄継手 8…取り付け板
10…採取装置 10a…採取部
11…外管
12…内管 12a…窓孔
13…連結アーム 14…蓋体
20…外筒 21…ピストン
22…拡径翼 22a…拡大アーム
22b…ビット 22c…カム部
23…取付ブラケット 24…係合凹部
25a…縮小油圧ポートライン
25b…拡大油圧ポートライン
27…油圧シリンダ機構
27a…シリンダ 27b…ロッド
30…配管 31…吐出口
32…駆動装置 33…オーガスクリュー
34…掘削ヘッド 35…アースオーガ
36…ピン
41…雄継手 42…六角軸
43、44…円形軸部 45…雌継手
46…六角孔 47、48…円形孔部
49…半円孔 50…油圧カップラー
51…回転ロッド 52…オーガースクリュー
53…土壌採取具 54…螺旋羽根
56…金属製円板 58…掘削工具アタッチメント
DESCRIPTION OF SYMBOLS 1 ... Expansion head 2 ... Shaft part 3 ... Diameter expansion blade 4 ... Excavation blade 4a ... Tip bit 5 ... Spiral blade 7 ... Male joint 8 ... Mounting plate 10 ... Sampling device 10a ... Sampling part 11 ... Outer tube 12 ... Inner tube 12a ... Window hole 13 ... Connecting arm 14 ... Lid 20 ... Outer cylinder 21 ... Piston 22 ... Diameter expansion blade 22a ... Expansion arm 22b ... Bit 22c ... Cam part 23 ... Mounting bracket 24 ... Engaging recess 25a ... Reduction hydraulic port line 25b ... Expanded hydraulic port line 27 ... Hydraulic cylinder mechanism 27a ... Cylinder 27b ... Rod 30 ... Piping 31 ... Discharge port 32 ... Drive device 33 ... Auger screw 34 ... Drilling head 35 ... Earth auger 36 ... Pin 41 ... Male joint 42 ... Hexagon shaft 43, 44 ... Circular shaft part 45 ... Female joint 46 ... Hexagonal hole 47, 48 ... Circular hole part 49 ... Semi-circular hole 50 ... Hydraulic coupler 51 ... Rotating rod 52 ... Over Gar screw 53 ... soil sampling implement 54 ... spiral blade 56 ... metal disc 58 ... drilling tool attachment

Claims (2)

アースオーガに設けられ、オーガスクリューと一体に回転するものとして、オーガスクリュー継手に嵌合する継手を上下方向に設け、かつ、下方向の継手は掘削ヘッドへの継手でもあることを特徴とした土中試料の採取装置。   An earth auger, which rotates integrally with the auger screw, is provided with a joint that fits in the auger screw joint in the vertical direction, and the lower joint is also a joint to the excavation head. Medium sample collection device. 外管と該外管の内側に収納される内管とからなり、該内管の一方の端部外周面に土中試料を採取するための窓孔を形成し、また、該内管の他方の端部側底部には採取した土中試料が取り出せるよう蓋体を設け、この外管・内管による採取装置に、前記窓孔を出没させるように内管を外管から出入する油圧シリンダ機構を横並びで並列させて全体を扁平とした請求項1に記載の土中試料の採取装置。   An outer tube and an inner tube housed inside the outer tube, and a window hole for collecting a sample in the soil is formed on the outer peripheral surface of one end of the inner tube, and the other of the inner tube A hydraulic cylinder mechanism is provided at the bottom of the end of the cylinder so that the collected soil sample can be taken out, and the inner tube is taken in and out of the outer tube so that the window hole can be moved in and out of the sampling device using the outer tube and the inner tube. The soil sample collection device according to claim 1, wherein the whole is flattened in parallel.
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KR101552139B1 (en) * 2014-12-23 2015-09-11 주식회사 이도구조엔지니어링 Helical anchor pile
CN106436701A (en) * 2015-11-30 2017-02-22 朴兴洙 Shaft anchor pile
CN108414273A (en) * 2018-05-02 2018-08-17 西北综合勘察设计研究院 A kind of excavating gear and its method for detecting sand-gravel cushion compactness
CN110159264A (en) * 2018-01-15 2019-08-23 高强 A kind of hard rock soil layer chisel bit used for geological prospecting

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KR102022012B1 (en) * 2016-10-12 2019-09-17 최진우 Sampling device and method of collecting sample using the same

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JP2011226157A (en) * 2010-04-20 2011-11-10 Hokoku Engineering Co Ltd Soil sampling device

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JP2011012534A (en) * 2009-06-04 2011-01-20 Toyo Asano Foundation Co Ltd Collecting device for sample in soil, head attached with the collecting device, and collecting method for the sample in soil using the head
JP2011226157A (en) * 2010-04-20 2011-11-10 Hokoku Engineering Co Ltd Soil sampling device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101552139B1 (en) * 2014-12-23 2015-09-11 주식회사 이도구조엔지니어링 Helical anchor pile
CN106436701A (en) * 2015-11-30 2017-02-22 朴兴洙 Shaft anchor pile
CN110159264A (en) * 2018-01-15 2019-08-23 高强 A kind of hard rock soil layer chisel bit used for geological prospecting
CN108414273A (en) * 2018-05-02 2018-08-17 西北综合勘察设计研究院 A kind of excavating gear and its method for detecting sand-gravel cushion compactness

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