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JP4162124B2 - Sampling method and equipment by suction boring - Google Patents
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JP4162124B2 - Sampling method and equipment by suction boring - Google Patents

Sampling method and equipment by suction boring Download PDF

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Publication number
JP4162124B2
JP4162124B2 JP2002205266A JP2002205266A JP4162124B2 JP 4162124 B2 JP4162124 B2 JP 4162124B2 JP 2002205266 A JP2002205266 A JP 2002205266A JP 2002205266 A JP2002205266 A JP 2002205266A JP 4162124 B2 JP4162124 B2 JP 4162124B2
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JP
Japan
Prior art keywords
pipe
rod
tube
suction
rotation control
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP2002205266A
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Japanese (ja)
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JP2004045308A (en
Inventor
悦吉 近藤
隆 鎗山
忠 八木澤
光明 有井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kansai Electric Power Co Inc
Kanso Technos Co Ltd
Original Assignee
Kansai Electric Power Co Inc
General Environmental Technos Co Ltd
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Filing date
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Priority to JP2002205266A priority Critical patent/JP4162124B2/en
Publication of JP2004045308A publication Critical patent/JP2004045308A/en
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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Sampling And Sample Adjustment (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、吸引式ボーリングによるサンプリング工法及びその装置に関し、特に、砂質地盤の強度や変形などの力学特性、あるいは地盤汚染状況を調べるために必要な不攪乱試料を採取するサンプリング工法及びその装置である。
【0002】
【従来の技術】
従来の土砂のサンプリングは、ロータリー式ボーリングや各種サンプリングで行っている。
【0003】
【発明が解決しようとする課題】
通常のロータリー式ボーリングや各種サンプリングでも、試料を乱さないで採取することは非常に難しい。
【0004】
各種サンプリングのうち凍結サンプリングは、細粒分の少ない土砂を対象に原位置で地盤全域を凍結させ、その状態でボーリングを行い、乱さない試料として採取する方法である。
【0005】
この凍結サンプリングは、土砂の試料を採取するための設備が大掛かりで準備に時間がかかることや費用が高くつく問題がある。
【0006】
一方、汚染調査の主な対象である揮発性有機塩素化合物は熱に触れると気化してしまう。
【0007】
また、サンプリングのための循環流体である水を使用すると、汚染物が水とともに流れ出ることによって、汚染箇所を拡大する可能性がある。
【0008】
ロータリー式ボーリングによる土砂のサンプリングでは、掘削時に三つの目的で送水する必要がある。一つはビットで掘削した土砂の掘り屑を孔の外に運び出す。二番目として、掘削により発生する摩擦熱を冷却する。最後に保孔剤を用いた孔壁の保護である。しかし、この送水により、採取した試料を循環流体により流出してしまう問題があった。
【0009】
【課題を解決するための手段】
そこで、本発明は、上記の事情に鑑み、循環水を用いない吸引式のサンプリング工法とすべく、砂質地盤における吸引式ボーリングによるサンプリング工法であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管により砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入し、吸引管により砂質土を吸引し内管を地盤に挿入し、試料を収容した内管の下端下部を冷媒注入管と周囲への影響を無くす断熱管により注入された冷媒により凍土で閉塞する吸引式ボーリングによるサンプリング工法とした。
【0010】
また、本発明は、循環水を用いない吸引式のサンプリング装置とすべく、砂質地盤における吸引式ボーリングによるサンプリング装置であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管より砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入した吸引式ボーリングによるサンプリング装置とした。
【0011】
【発明の実施の態様】
本発明を添付する図面に示す具体的な一実施例に基づいて、以下詳細に説明する。
【0012】
図1および図2に示すように、本吸引式ボーリングによる土砂のサンプリング装置は、外管1と、試料を収容する内管2と、外管1と内管2との間に配置して土砂を吸引する吸引管3と、外管1を回転させる回転用ハンドル4と、吸引管3より砂を吸引し、外管1と外管1に固定した吸引管3を回転させて掘進して内管2内に収容した試料を閉塞する冷媒注入管5を備える。
【0013】
外管1の上部開口を蓋板6で塞ぎ、蓋板6の中央に外管用ロッド兼回転制御棒7を起立させ、この外管用ロッド兼回転制御棒7の上端に回転用ハンドル4を固着する。符号22は通気孔である。
【0014】
内管2の上部開口を蓋板8で塞ぎ、蓋板8の中央にロッド兼回転制御中心棒9を起立させ、内管2を前記外管1内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒9を前記外管用ロッド兼回転制御棒7内に挿入する。ロッド兼回転制御中心棒9の上端面に吊り金具10を螺着する。
【0015】
外管1と共に回転し、吸引する吸引管3は、図3に示すように、下端を外管1および内管2の下端より上(5mm程度)に位置させて、外管1と内管2との間で円周を6等配した位置に配置し、外管1の内面に固定する。回転用ハンドル4の基盤35に固着された吸引集中器11の上部に6本の吸引管3を連通させる。この吸引集中器11の下部と吸引力制御装置兼水・土砂溜装置12とをホース13で連通し、この吸引力制御装置兼水・土砂溜装置12の上部は吸引装置と連通させる。
【0016】
符号14は負圧計、符号15は吸引力制御バルブ(開度計付き)である。
【0017】
内管2内に収容した試料の下端部を閉塞する。
【0018】
冷媒注入管5は、金属製で、内管2の下端より上(2〜4cm程度)に位置させて外管1と内管2との間で円周を6等配した位置に配置し、外管1と内管2の間に仮固定する。なお、冷媒注入管5はその下端部外周の周囲土砂を断熱するためアクリル等の断熱管34を外管1下端まで設置し、また冷媒注入管5と固定している。これを内管2に収容した試料の下端から2〜4cm程度圧入させることにより、冷媒注入管5は内管2の下端に、また断熱管34は内管2の下端から約2〜4cm程度貫入し、このことにより周辺地盤とを断熱させる。冷媒注入管5の上端は、脱着式冷却注入器16に連通させる。
【0019】
支脚17に支持された支持板18上に回動自在に設けた滑車19にはワイヤー20が掛けられ、ワイヤー20の一端は、ロッド兼回転制御中心棒9の上端面の吊り金具10に連結し、ワイヤー20の他端はカウンターウェイト21に連結する。
【0020】
図3に示すように、比較的固い地盤(N値30程度)を吸引式ボーリングするときは、吸引高さを一定化するため吸引管3先端に地盤をほぐすための針等のほぐし器22を設ける。
【0021】
試料の採取は、外管1上部の回転用ハンドル4を回転させ、吸引管3により土砂を吸引し、先端地盤の強度を一定に保ちながら内管2を地盤に挿入する。ほぐした土砂は外管1と内管2との間に装着した吸引管3より真空または水で吸引して外部に排出する。土砂を吸引してほぐした土砂を排出することにより掘進して試料を採取するので、切削ビットは不要である。
【0022】
試料先端の閉塞は次のようにして行う。
【0023】
浅い場合は、周辺を掘削し先端に蓋をする。
【0024】
深くて含水比の少ない土砂の場合、図4・図5に示すように、冷媒注入システムによる試料下端部を凍土23により閉塞する。凍土23の深さは、土砂の状態や気温に大きく左右される。
【0025】
深くて含水比が高い砂の場合、図6・図7に示すように水噴射引抜き管式やワイヤー引き抜き式により閉塞する。
【0026】
内管2の外管1側に閉塞シート32を収納する収納庫31を設けて、収納庫31内に閉塞シート32を下端に向けて取出し可能なるようにして収納する。一方、閉塞シート32に対向する外管1と内管2との間には引抜き管33を設けて引抜き管33の先端を前記閉塞シート32の下端に連結させる。引抜き管33の先端から水噴射させる方法やワイヤー引き抜き式により内管2の下端部の土砂をほぐし、その後、図7、図8、図9に示すように、引抜き管33を上方へ引き上げると、閉塞シート32で試料先端を閉塞する。
【0027】
【発明の効果】
本発明は、上述のように、砂質地盤における吸引式ボーリングによるサンプリング工法であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管により砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入し、吸引管により砂質土を吸引し内管を地盤に挿入し、試料を収容した内管の下端下部を冷媒注入管と周囲への影響を無くす断熱管により注入された冷媒により凍土で閉塞する吸引式ボーリングによるサンプリング工法であるので、地盤の強度や変形などの力学特性、あるいは地盤汚染状況を調べるために必要な不攪乱試料を容易に採取することができ、また、吸引式ボーリングのため、地盤に与える影響がほとんどない。さらに、弱い砂質土層(沖積層)、硬い砂質土層(洪積層)を問わず採取が可能である。さらにまた、サンプリング径が試験供試体と同径であるため、整形時間の短縮が可能である。
【0028】
また、本発明は、砂質地盤における吸引式ボーリングによるサンプリング装置であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管より砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入した吸引式ボーリングによるサンプリング装置であるので、地盤の強度や変形などの力学特性、あるいは地盤汚染状況を調べるために必要な不攪乱試料を容易に採取することができ、また、吸引式ボーリングのため、地盤に与える影響がほとんどない。さらに、弱い砂質土層(沖積層)、硬い砂質土層(洪積層)を問わず採取が可能である。さらにまた、サンプリング径が試験供試体と同径であるため、整形時間の短縮が可能である。
【図面の簡単な説明】
【図1】本発明の全体の概要を示す図である。
【図2】本発明に係る外管上部平面図である。
【図3】本発明の吸引式ボーリングによるサンプリング装置の下端要部の詳細図である。
【図4】本発明の含水比の少ない砂の場合の先端閉塞のしくみの全体概要を示す斜視図である。
【図5】図4の要部の詳細図である。
【図6】本発明の飽和時と含水比が高い砂の場合の先端閉塞のしくみの全体概要を示す斜視図である。
【図7】図6の要部の斜視図と底面図との二面図である。
【図8】試料先端を閉塞する過程を示す要部の斜視図と底面図との二面図である。
【図9】試料先端を閉塞した状態を示す要部の斜視図と底面図との二面図である。
【符号の説明】
1…外管
2…内管
3…吸引管
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a sampling method and apparatus using suction-type boring, and in particular, a sampling method and apparatus for collecting undisturbed samples necessary for investigating mechanical properties such as strength and deformation of sandy ground or soil contamination. It is.
[0002]
[Prior art]
Conventional earth and sand sampling is performed by rotary boring and various types of sampling.
[0003]
[Problems to be solved by the invention]
Even with normal rotary boring and various types of sampling, it is very difficult to sample without disturbing the sample.
[0004]
Among various types of sampling, freezing sampling is a method in which the entire ground is frozen at the original position for earth and sand with a small amount of fine particles, and boring is performed in that state, and the sample is collected as an undisturbed sample.
[0005]
This freezing sampling has the problem that it takes a lot of equipment for collecting earth and sand samples, and it takes time to prepare and is expensive.
[0006]
On the other hand, volatile organochlorine compounds, which are the main targets of pollution investigations, are vaporized when exposed to heat.
[0007]
In addition, when water, which is a circulating fluid for sampling, is used, there is a possibility that the contaminated area is expanded by the contamination flowing out together with the water.
[0008]
In sediment sampling by rotary boring, it is necessary to send water for three purposes during excavation. The first is to carry the earth and sand debris excavated with a bit out of the hole. Second, the frictional heat generated by excavation is cooled. Finally, the hole wall is protected with a pore-holding agent. However, there is a problem that the collected sample flows out by the circulating fluid due to this water supply.
[0009]
[Means for Solving the Problems]
Therefore, in view of the above circumstances, the present invention is a sampling method by suction-type boring in sandy ground to be a suction-type sampling method that does not use circulating water, and includes an outer tube and an inner tube that accommodates a sample. And a suction pipe for sucking sandy soil placed between the outer pipe and the inner pipe, a handle for rotating the suction pipe, and the suction pipe for sucking sandy soil and fixing it to the outer pipe and the outer pipe The suction pipe is rotated to dig while sucking sandy soil, and a refrigerant injection pipe that partially closes the lower part of the lower end of the sample accommodated in the inner pipe and a heat insulating pipe that eliminates the influence on the surroundings are provided, and the upper opening of the outer pipe is provided. Close the lid with the cover plate, erect the rod and rotation control center rod for the outer tube at the center of the cover plate, fix the handle to the upper end of the rod and rotation control center rod for the outer tube, close the upper opening of the inner tube with the cover plate, and cover Stand the rod and rotation control center rod at the center of the plate, Insert the rod and rotation control center rod into the outer tube rod and rotation control center rod, suck the sandy soil with the suction tube, insert the inner tube into the ground, and store the sample. The lower end of the inner pipe is a sampling method by suction type boring in which the refrigerant injected pipe and the refrigerant injected by the heat insulating pipe that eliminates the influence on the surroundings are closed with frozen soil .
[0010]
Further, the present invention is a sampling device by suction boring in a sandy ground so as to be a suction type sampling device that does not use circulating water, and includes an outer tube , an inner tube that contains a sample, an outer tube, and an inner tube. The suction pipe that is placed between the pipe and sucks sandy soil, the handle that rotates the suction pipe, the sandy soil is sucked from the suction pipe, and the suction pipe fixed to the outer pipe and the outer pipe is rotated. It is equipped with a refrigerant injection pipe that digs up while sucking sandy soil and is housed in the inner pipe and partially closes the lower part of the lower part of the sample, and a heat insulation pipe that eliminates the influence on the surroundings. Stand the outer tube rod / rotation control center rod in the center of the plate, fix the handle to the upper end of the outer tube rod / rotation control center rod, close the upper opening of the inner tube with the lid plate, and insert the rod in the center of the lid plate. Rotation control center rod is erected and the inner pipe is provided with a predetermined gap in the outer pipe. Fit, and the sampling device according suction-type boring inserting the rod and rotation control center rod in the outer tube rod and rotation control center inside rod.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
The present invention will be described in detail below based on a specific embodiment shown in the accompanying drawings.
[0012]
As shown in FIG. 1 and FIG. 2, the soil sampling apparatus by the present suction type boring is disposed between the outer tube 1, the inner tube 2 containing the sample, and the outer tube 1 and the inner tube 2. A suction tube 3 that sucks the outer tube 1, a rotating handle 4 that rotates the outer tube 1, sand is sucked from the suction tube 3, and the outer tube 1 and the suction tube 3 fixed to the outer tube 1 are rotated to dig into the inner A refrigerant injection tube 5 for closing the sample accommodated in the tube 2 is provided.
[0013]
The upper opening of the outer tube 1 is closed with a cover plate 6, an outer tube rod / rotation control rod 7 is erected at the center of the cover plate 6, and the rotation handle 4 is fixed to the upper end of the outer tube rod / rotation control rod 7. . Reference numeral 22 denotes a vent hole.
[0014]
The upper opening of the inner tube 2 is closed with a lid plate 8, a rod / rotation control center rod 9 is erected at the center of the lid plate 8, and the inner tube 2 is fitted into the outer tube 1 with a predetermined gap to rotate / rod. The control center rod 9 is inserted into the outer tube rod / rotation control rod 7. A suspension fitting 10 is screwed onto the upper end surface of the rod / rotation control center rod 9.
[0015]
As shown in FIG. 3, the suction tube 3 that rotates together with the outer tube 1 and sucks the outer tube 1 and the inner tube 2 with the lower ends positioned above the lower ends of the outer tube 1 and the inner tube 2 (about 5 mm). The circumference is arranged at a position where the circumference is evenly spaced, and is fixed to the inner surface of the outer tube 1. Six suction pipes 3 are communicated with the upper part of the suction concentrator 11 fixed to the base 35 of the rotating handle 4. The lower part of the suction concentrator 11 and the suction force control device / water / sediment storage device 12 are connected by a hose 13, and the upper part of the suction force control device / water / sediment storage device 12 is connected to the suction device.
[0016]
Reference numeral 14 denotes a negative pressure gauge, and reference numeral 15 denotes a suction force control valve (with an opening degree meter).
[0017]
The lower end of the sample accommodated in the inner tube 2 is closed.
[0018]
The refrigerant injection pipe 5 is made of metal, is positioned above the lower end of the inner pipe 2 (about 2 to 4 cm), and is arranged at a position where the circumference is equally distributed between the outer pipe 1 and the inner pipe 2, Temporarily fix between the outer tube 1 and the inner tube 2. The refrigerant injection pipe 5 is provided with a heat insulating pipe 34 made of acrylic or the like up to the lower end of the outer pipe 1 and fixed to the refrigerant injection pipe 5 in order to insulate the surrounding earth and sand on the outer periphery of the lower end portion. The refrigerant injection tube 5 is inserted into the lower end of the inner tube 2 and the heat insulating tube 34 is inserted from the lower end of the inner tube 2 by about 2 to 4 cm by press-fitting it from the lower end of the sample accommodated in the inner tube 2. This insulates the surrounding ground. The upper end of the refrigerant injection pipe 5 is communicated with a detachable cooling injector 16.
[0019]
A pulley 20 is rotatably provided on a support plate 18 supported by a support leg 17, and a wire 20 is hung. One end of the wire 20 is connected to a suspension fitting 10 on the upper end surface of the rod / rotation control center rod 9. The other end of the wire 20 is connected to the counterweight 21.
[0020]
As shown in FIG. 3, when a relatively hard ground (N value of about 30) is bored by suction, a loosening device 22 such as a needle for loosening the ground is provided at the tip of the suction tube 3 to make the suction height constant. Provide.
[0021]
The sample is collected by rotating the rotating handle 4 on the upper portion of the outer tube 1 and sucking the earth and sand with the suction tube 3, and inserting the inner tube 2 into the ground while keeping the strength of the tip ground constant. The loosened earth and sand are sucked with a vacuum or water through a suction pipe 3 mounted between the outer pipe 1 and the inner pipe 2 and discharged to the outside. Since the sample is collected by digging by sucking the earth and sand and discharging the loose earth and sand, a cutting bit is unnecessary.
[0022]
The sample tip is closed as follows.
[0023]
If it is shallow, excavate the area and cover the tip.
[0024]
In the case of earth and sand that is deep and has a low water content ratio, the lower end of the sample by the refrigerant injection system is closed with frozen earth 23 as shown in FIGS. The depth of the frozen soil 23 greatly depends on the state of the earth and sand and the temperature.
[0025]
In the case of sand that is deep and has a high water content ratio, it is blocked by a water jet drawing tube type or a wire drawing type as shown in FIGS.
[0026]
A storage 31 for storing the closing sheet 32 is provided on the outer tube 1 side of the inner tube 2, and the closing sheet 32 is stored in the storage 31 so that it can be taken out toward the lower end. On the other hand, a drawing tube 33 is provided between the outer tube 1 and the inner tube 2 facing the closing sheet 32, and the tip of the drawing tube 33 is connected to the lower end of the closing sheet 32. When the earth and sand at the lower end of the inner pipe 2 is loosened by a method of spraying water from the tip of the drawing pipe 33 or a wire drawing type, and then the drawing pipe 33 is pulled upward as shown in FIGS. The tip of the sample is closed with the closing sheet 32.
[0027]
【The invention's effect】
The present invention, as described above, a sampling method by the suction type borehole, sandy soil, and the outer tube, an inner tube for containing a sample, disposed between the outer and inner tubes sandy soil The suction pipe that sucks in, the handle that rotates the suction pipe, and the suction pipe sucks sandy soil, rotates the suction pipe fixed to the outer pipe and the outer pipe, and digs up while sucking sandy soil. Equipped with a refrigerant injection tube that partially closes the lower end of the sample housed in the tube and a heat insulation tube that eliminates the influence on the surroundings. The upper opening of the outer tube is closed with a cover plate, and the center of the cover plate serves as a rod for rod rotation control center Stand the rod, fix the handle to the upper end of the outer tube rod and rotation control center rod, close the upper opening of the inner tube with a lid plate, raise the rod and rotation control center rod to the center of the lid plate, A predetermined clearance is provided in the outer tube, and the rod / rotation control center rod is connected to the outer tube. Insert the rod into the rod and rotation control center rod, suck the sandy soil with the suction tube, insert the inner tube into the ground, and lower the lower end of the inner tube containing the sample to the refrigerant injection tube and the heat insulating tube to eliminate the influence on the surroundings This is a sampling method using suction boring that is blocked with frozen soil by the refrigerant injected by the soil, so it is possible to easily collect undisturbed samples necessary for examining the mechanical properties such as strength and deformation of the ground, or the soil contamination status. Yes, and because of suction boring, there is almost no impact on the ground. Furthermore, it is possible to collect regardless of whether it is a weak sandy soil layer (alluvium) or a hard sandy soil layer (Hongdae layer). Furthermore, since the sampling diameter is the same as that of the test specimen, the shaping time can be shortened.
[0028]
Further, the present invention is a sampling device by suction type boring in sandy ground , and is arranged between an outer tube , an inner tube for containing a sample, and an outer tube and an inner tube to suck sandy soil. The suction pipe, the handle for rotating the suction pipe, and sandy soil are sucked from the suction pipe, and the outer pipe and the suction pipe fixed to the outer pipe are rotated to dig while sandy soil is sucked and accommodated in the inner pipe. A refrigerant injection tube that partially closes the lower bottom of the sample and a heat insulating tube that eliminates the influence on the surroundings are installed. The handle is fixed to the upper end of the rod / rotation control center rod for the outer tube, the upper opening of the inner tube is closed with a lid plate, the rod / rotation control center rod is erected at the center of the lid plate, and the inner tube is placed inside the outer tube. The rod / rotation control center rod is also used as the outer tube rod. Since the sampling apparatus by the suction-type boring inserted into rolling control center in rods can be easily taken undisturbed sample necessary to examine mechanical properties such as strength and deformation of the ground, or ground pollution, In addition, the suction boring has little impact on the ground. Furthermore, it is possible to collect regardless of whether it is a weak sandy soil layer (alluvium) or a hard sandy soil layer (Hongdae layer). Furthermore, since the sampling diameter is the same as that of the test specimen, the shaping time can be shortened.
[Brief description of the drawings]
FIG. 1 is a diagram showing an overall outline of the present invention.
FIG. 2 is a top plan view of an outer tube according to the present invention.
FIG. 3 is a detailed view of a main part of a lower end of a sampling device by suction boring according to the present invention.
FIG. 4 is a perspective view showing an overall outline of a tip clogging mechanism in the case of sand having a low water content ratio according to the present invention.
FIG. 5 is a detailed view of a main part of FIG. 4;
FIG. 6 is a perspective view showing the overall outline of the tip clogging mechanism in the case of the sand of the present invention when saturated and with a high water content ratio.
7 is a two-side view of a main part of FIG. 6 with a perspective view and a bottom view.
FIG. 8 is a two-side view of a main part perspective view and a bottom view showing a process of closing a sample tip.
FIGS. 9A and 9B are a perspective view and a bottom view of the main part showing a state in which the tip of the sample is closed. FIGS.
[Explanation of symbols]
1 ... Outer tube 2 ... Inner tube 3 ... Suction tube

Claims (2)

砂質地盤における吸引式ボーリングによるサンプリング工法であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管により砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入し、吸引管により砂質土を吸引し内管を地盤に挿入し、試料を収容した内管の下端下部を冷媒注入管と周囲への影響を無くす断熱管により注入された冷媒により凍土で閉塞する吸引式ボーリングによるサンプリング工法。 A sampling method using suction-type boring in sandy ground , an outer tube, an inner tube that contains a sample, a suction tube that is disposed between the outer tube and the inner tube, and sucks sandy soil, and a suction tube The lower part of the lower end of the sample housed in the inner pipe is a part of the outer pipe and the suction pipe that is fixed to the outer pipe. Equipped with a refrigerant injection pipe that closes and a heat insulation pipe that eliminates the influence on its surroundings, the upper opening of the outer pipe is closed with a lid plate, and an outer tube rod and rotation control center rod is erected at the center of the lid plate, A handle is fixed to the upper end of the rotation control center rod, the upper opening of the inner tube is closed with a cover plate, the rod / rotation control center rod is erected at the center of the cover plate, and the inner tube is provided with a predetermined gap in the outer tube. Fit the rod and rotation control center rod into the outer tube rod and rotation control center rod The sand pipe is sucked in with a suction pipe, the inner pipe is inserted into the ground, and the lower part of the lower end of the inner pipe containing the sample is frozen by the refrigerant injected pipe and the refrigerant injected by the heat insulating pipe that eliminates the influence on the surroundings. Sampling method by suction type boring that closes at the bottom. 砂質地盤における吸引式ボーリングによるサンプリング装置であって、外管と、試料を収容する内管と、外管と内管との間に配置して砂質土を吸引する吸引管と、吸引管を回転させるハンドルと、吸引管より砂質土を吸引し、外管と外管に固定した吸引管を回転させて砂質土を吸引しながら掘進して内管内に収容した試料下端下部を部分閉塞する冷媒注入管とその周囲への影響を無くす断熱管を備え、外管の上部開口を蓋板で塞ぎ、蓋板の中央に外管用ロッド兼回転制御中心棒を起立させ、外管用ロッド兼回転制御中心棒の上端にハンドルを固着し、内管の上部開口を蓋板で塞ぎ、蓋板の中央にロッド兼回転制御中心棒を起立させ、内管を前記外管内に所定隙間を設けて嵌め、ロッド兼回転制御中心棒を前記外管用ロッド兼回転制御中心棒内に挿入した吸引式ボーリングによるサンプリング装置。 A sampling device by suction type boring in sandy ground, an outer tube, an inner tube for storing a sample, a suction tube arranged between the outer tube and the inner tube to suck sandy soil, and a suction tube The lower part of the lower end of the sample housed in the inner pipe is a part of the outer pipe and the suction pipe fixed to the outer pipe and the suction pipe fixed to the outer pipe. Equipped with a refrigerant injection pipe that closes and a heat insulation pipe that eliminates the influence on its surroundings, the upper opening of the outer pipe is closed with a lid plate, and an outer tube rod and rotation control center rod is erected at the center of the lid plate, A handle is fixed to the upper end of the rotation control center rod, the upper opening of the inner tube is closed with a cover plate, the rod / rotation control center rod is erected at the center of the cover plate, and the inner tube is provided with a predetermined gap in the outer tube. Fit the rod and rotation control center rod inside the outer tube rod and rotation control center rod Inserted suction type boring by the sampling device.
JP2002205266A 2002-07-15 2002-07-15 Sampling method and equipment by suction boring Expired - Fee Related JP4162124B2 (en)

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