JP4463886B2 - Uncured sample soil collection device and collection method - Google Patents
Uncured sample soil collection device and collection method Download PDFInfo
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- JP4463886B2 JP4463886B2 JP16499498A JP16499498A JP4463886B2 JP 4463886 B2 JP4463886 B2 JP 4463886B2 JP 16499498 A JP16499498 A JP 16499498A JP 16499498 A JP16499498 A JP 16499498A JP 4463886 B2 JP4463886 B2 JP 4463886B2
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- soil
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Description
【0001】
【発明の属する技術分野】
本発明は地盤改良工事などにおける混入した硬化材と土壌が未硬化状態中に改良層から混合土を、試料土として採取するための採取装置と採取方法に関する。
【0002】
【従来の技術】
従来から、高圧噴射撹拌工法や機械攪拌工法による地盤改良工法が広く実施されている。この場合、撹拌混合効果を把握するため、混入した硬化材と土壌とを撹拌混合した直後の混合土が未硬化の段階において造成された改良層から試料土を採取して、改良層の撹拌混合状態を把握する必要がある。
採取方法としては、ボーリング調査による試料土の採取方法があるが、この採取方法は大掛かりとなり費用もかさむ問題がある。
そこで、一般的には硬化材と土壌とを撹拌混合した直後に、塩ビ管などの円筒状のパイプを改良層中に建て込んで、試料土を採取する方法が採られている。
【0003】
【発明が解決しようとする課題】
しかし、この方法では未硬化状態の混合土がヘドロ状であってもパイプ内周面摩擦によって試料土は共下がり現象を起こし、改良層厚全体の試料土を採取できない問題点がある。
また、パイプ引き抜き時期は、混合土がある程度硬化した後でないと試料土がパイプ内から脱落するという問題点もある。
【0004】
本発明はこれらの問題点を解決するためになされたもので、改良層厚全体の試料土を不撹乱状態で採取でき、しかも、試料土の採取に時間を要しない、簡便な未硬化状態での混合土の採取装置及び採取方法を提供するものである。
【0005】
【課題を解決するための手段】
本発明は上記の問題点を解決するために以下の構成としたものである。
高圧噴射撹拌工法や機械撹拌工法による地盤改良工法において、混入した硬化材と土壌との撹拌混合により造成された改良層から混合土を未硬化状態で試料土として採取する採取装置を剛性を有する長尺の中空円筒体とし、該中空円筒体の側壁の一部を残置した状態で、かつ、筒体断面中心より任意の開口角で中空筒体の長手方向の側壁を切り欠いて開口部を形成し、また、該中空円筒体の先端残置部に必要に応じて先端カッター及び試料土脱落防止爪を設けた未硬化状態の試料土の採取装置としたことである。
また、中空筒体の上部残置部に引き抜き用透孔を穿設した試料土採取装置に構成したことである。
【0006】
また、高圧噴射撹拌工法や機械撹拌工法による地盤改良工法において、混入した硬化材と土壌との撹拌混合により造成された改良層から混合土を未硬化状態で試料土として採取する採取装置を剛性を有する長尺の中空円筒体とし、該中空円筒体の側壁の一部を残置した状態で、かつ、筒体断面中心より任意の開口角で中空筒体の長手方向の側壁を切り欠いて開口部を形成し、また、該中空円筒体の先端残置部に必要に応じて先端カッター及び試料土脱落防止爪を設け、また、該中空筒体の上部残置部に引き抜き用透孔を穿設した未硬化状態の試料土の採取装置を、硬化材と土壌とを撹拌混合した直後の改良層中に建て込み、任意時間後に改良層から採取装置を引き抜いて改良層の未硬化状態の混合土を深度方向に乱さずに試料土として採取する未硬化状態の試料土の採取方法としたことである。
【0007】
本発明は以上のような構成にしたので、次の作用効果を奏する。
▲1▼ 筒体を長手方向全体にわたって、任意の開口角で試料土採取開口部を設けることにより、筒体内面と試料土に作用する周面摩擦の低減ができ、試料土の共下がり現象がなくなり改良層厚全体の試料土を確実に採取できる。
前記開口角は限定されるものではないが、一般的には中空筒体の開口角が90度以下では、試料土の共下がり現象をなくすだけの周面摩擦の低減ができない場合もあり、また、開口角を180度以上では、筒体内の試料土を保持するだけの付着力がなくなり、試料土が筒体から脱落する場合があるので、開口角を120度近傍とするのが好ましい。
▲2▼ 筒体の側面の一部を適宜残置した状態で開口部を設けることにより、残置部が筒体を補強する働きをし、筒体の捻れや曲がりを防止することができる。
▲3▼ 筒体の先端残置部に試料土脱落防止爪を設けることにより、試料土の筒体からの脱落がなくなり、筒体の建て込み後、任意の時間で引き抜くことができる。
▲4▼ 筒体の先端残置部に先端カッターを設けることにより、筒体の建て込みを容易に行うことができる。
▲5▼ 上部残置部に穿設した引き抜き用透孔に鉄筋棒などを挿通し、筒体を回転させることにより採取装置内の試料土と採取装置外の混合土との縁切りを容易にすることができる。
▲6▼ 採取した試料土を開口部から容易に確認できる。
【0008】
【発明の実施の形態】
以下本発明の実施の形態を実施例に基づて説明する。
図1は本発明の採取装置の一例を示す全体斜視図であり、図2は装置の先端残置部の側断面図及び底面図であり、図3は装置の開口角の説明図である。
また、図4は本発明の採取装置の他の実施例を示す全体斜視図であり、図5は本発明の採取方法の工程を示す図である。
【0009】
採取装置1は図1に示すように長尺で剛性を有する筒体2に、長手方向全体にわたって図3で示す開口角8で、図1に示すように中空円筒体の側壁を残置部4を残した状態で切り欠いて開口部3を設けるとともに、中空円筒体の先端残置部4aには先端カッター6及び試料土脱落防止爪7を取り付け、さらに、上部残置部4bには引き抜き用透孔5を穿設した構成となっている。
【0010】
以上のように構成された採取装置を使用した試料土の採取方法について、図5に基づいて説明する。
採取装置を硬化材と土壌とを撹拌混合した直後の地盤中に人力またはバックホウのバケット10などにより、所定深度まで圧入して建て込む。(図5の(イ)参照)
建て込み終了後、上部残置部4aの引き抜き用透孔5に鉄筋棒11などを挿入して採取装置1を回転させ、採取装置内の試料土12と採取装置外の混合土13とを完全に縁切りする。(図5(ロ)参照)
その後、任意の時間経過後適切な引き抜き具14により採取装置1を引き抜いて試料土12の採取作業を終了する。(図5の(ハ)参照)
【0011】
採取装置内の試料土は開口部から確認できるので、そのままの状態で目視しするか、あるいは、フェノールフタレイン反応などにより撹拌混合状態を確認することができる。
なお、筒体の形状は円筒形に限定されるものではなく、また、残置部や試料土脱落防止爪の個数も限定されるものではなく、さらに、引き抜き用透孔の代わりに突起物を設けるなど、土質などの現場状況に応じて、本発明の思想を逸脱しない範囲で種々の変形が可能である。
なお、本発明の採取装置及び採取方法は、原土の採取にも適用できることは言うまでもない。
【0012】
【発明の効果】
本発明による採取装置及び採取方法で試料土の採取を行った結果、筒体を長手方向全体にわたって、任意の開口角で開口部を設けることにより、筒体内面と試料土に作用する周面摩擦を低減でき、試料土の共下がり現象がなくなり改良層厚全体の試料土を確実に採取できる。
【0013】
筒体の側壁の一部を適宜残置した状態で開口部を設けることにより、残置部が筒体を補強する働きをし、筒体の捻れや曲がりを防止することができる。
筒体の先端残置部に試料土脱落防止爪を設けることにより、試料土の筒体からの脱落がなくなり、筒体の建て込み後任意の時間で引き抜くことができる。
筒体の先端部に先端カッターを設けることにより、筒体の建て込みを容易に行うことができるなどの作用効果が認められ、改良層全体の試料土を不撹乱状態で確実に採取することができた。
また、本発明の採取装置及び採取方法は、非常に簡便で有効な採取装置及び採取方法である。
【図面の簡単な説明】
【図1】 本発明の採取装置の一実施例の全体斜視図である。
【図2】本発明の採取装置の先端残置部の側断面図及び底面図である。
【図3】本発明の採取装置の開口角の説明図である。
【図4】本発明の採取装置の他の実施例の全体斜視図である。
【図5】本発明の採取方法の工程を示す説明図である。
【符号の説明】
1 採取装置
2 筒体
3 開口部
4 残置部
4a 先端残置部
4b 上部残置部
5 引き抜き用透孔
6 先端カッター
7 試料土脱落防止爪
8 開口角
10 バックホウのバケット
11 鉄筋棒
12 試料土
13 混合土
14 引き抜き具
A 改良層[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a sampling device and a sampling method for sampling mixed soil from an improved layer as sample soil while the hardened material and soil mixed in ground improvement work and the like are in an uncured state.
[0002]
[Prior art]
Conventionally, ground improvement methods using a high-pressure jet stirring method or a mechanical stirring method have been widely implemented. In this case, in order to grasp the stirring and mixing effect, sample soil is collected from the improved layer created in the stage where the mixed soil immediately after mixing and mixing the mixed hardener and soil is uncured, and the improved layer is stirred and mixed. It is necessary to grasp the state.
As a sampling method, there is a sample soil sampling method by a boring survey, but this sampling method has a problem that it is large and expensive.
Therefore, generally, a method of collecting a sample soil by installing a cylindrical pipe such as a polyvinyl chloride pipe in an improved layer immediately after stirring and mixing the hardener and the soil is employed.
[0003]
[Problems to be solved by the invention]
However, this method has a problem that even if the uncured mixed soil is sludge, the sample soil is caused to fall down due to friction on the inner peripheral surface of the pipe, and the sample soil with the entire improved layer thickness cannot be collected.
In addition, there is a problem in that the sample soil falls out of the pipe unless the mixed soil is hardened to some extent at the pipe drawing time.
[0004]
The present invention has been made in order to solve these problems, and it is possible to collect the sample soil of the entire improved layer thickness in an undisturbed state, and it does not require time to collect the sample soil in a simple uncured state. It is intended to provide a sampling device and a sampling method for mixed soil.
[0005]
[Means for Solving the Problems]
The present invention has the following configuration in order to solve the above problems.
In the ground improvement method by the high-pressure jet agitation method or mechanical agitation method, the sampling device that collects the mixed soil as sample soil in an uncured state from the improved layer created by agitation and mixing of the mixed hardener and soil is a rigid long A hollow cylindrical body is formed, and a part of the side wall of the hollow cylindrical body is left, and an opening is formed by notching the longitudinal side wall of the hollow cylindrical body at an arbitrary opening angle from the center of the cross section of the cylindrical body. In addition, an uncured sample soil collecting device is provided in which a tip cutter and a sample soil fall-off preventing claw are provided as necessary at the tip remaining portion of the hollow cylindrical body.
Moreover, it is comprised in the sample soil sampling apparatus which drilled the through-hole for extraction | drawer in the upper part remaining part of the hollow cylinder.
[0006]
In addition, in the ground improvement method using the high-pressure jet agitation method or mechanical agitation method, the rigidity of the sampling device that collects the mixed soil as sample soil in an uncured state from the improved layer created by stirring and mixing the mixed hardener and soil A long hollow cylindrical body having a part of the side wall of the hollow cylindrical body left in the open, and a longitudinal side wall of the hollow cylindrical body is cut out at an arbitrary opening angle from the center of the cylindrical section. In addition, a tip cutter and a sample soil drop prevention claw are provided on the tip remaining portion of the hollow cylindrical body as necessary, and an extraction through hole is formed in the upper remaining portion of the hollow cylindrical body. The hardened sample soil collecting device is built in the improved layer immediately after the hardened material and soil are stirred and mixed, and after an arbitrary time, the sampling device is pulled out from the improved layer and the unhardened mixed soil in the improved layer is deepened. Collect as sample soil without disturbing the direction Is that was how to collect a sample soil in the uncured state.
[0007]
Since the present invention is configured as described above, the following effects are obtained.
(1) By providing the sample soil sampling opening at an arbitrary opening angle over the entire length of the cylinder, the friction between the surface of the cylinder and the sample soil can be reduced. The sample soil of the entire improved layer thickness can be reliably collected.
The opening angle is not limited, but generally, when the opening angle of the hollow cylinder is 90 degrees or less, there may be a case where it is not possible to reduce the surface friction enough to eliminate the co-falling phenomenon of the sample soil, When the opening angle is 180 degrees or more, the adhesion force for holding the sample soil in the cylinder is lost, and the sample soil may fall off from the cylinder, so the opening angle is preferably set to around 120 degrees.
{Circle around (2)} By providing the opening in a state where a part of the side surface of the cylindrical body is appropriately left, the remaining portion functions to reinforce the cylindrical body, and the twisting and bending of the cylindrical body can be prevented.
{Circle around (3)} By providing the sample soil drop prevention claw at the tip remaining portion of the cylinder, the sample soil does not fall off from the cylinder and can be pulled out at an arbitrary time after the cylinder is built.
(4) By providing a tip cutter at the tip remaining portion of the cylinder, it is possible to easily build the cylinder.
(5) Easily cut the edge between the sample soil inside the sampling device and the mixed soil outside the sampling device by inserting a reinforcing bar etc. through the through hole for extraction drilled in the upper remaining part and rotating the cylinder. Can do.
(6) The sample soil sample can be easily confirmed from the opening.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described based on examples.
FIG. 1 is an overall perspective view showing an example of the collection device of the present invention, FIG. 2 is a side sectional view and a bottom view of a tip remaining portion of the device, and FIG. 3 is an explanatory view of an opening angle of the device.
FIG. 4 is an overall perspective view showing another embodiment of the sampling apparatus of the present invention, and FIG. 5 is a diagram showing the steps of the sampling method of the present invention.
[0009]
As shown in FIG. 1, the sampling device 1 has a long and
[0010]
A sample soil sampling method using the sampling apparatus configured as described above will be described with reference to FIG.
The sampling device is built into the ground immediately after stirring and mixing the hardener and the soil to a predetermined depth by human power or a
After the completion of the construction, the reinforcing bar 11 or the like is inserted into the extraction through
Thereafter, after the elapse of an arbitrary time, the sampling device 1 is pulled out by an
[0011]
Since the sample soil in the collection device can be confirmed from the opening, it can be visually observed as it is, or the stirring and mixing state can be confirmed by a phenolphthalein reaction or the like.
The shape of the cylinder is not limited to a cylindrical shape, and the number of remaining portions and the sample soil drop-off prevention claws is not limited, and a protrusion is provided instead of the through hole for extraction. Various modifications can be made without departing from the spirit of the present invention in accordance with the field conditions such as soil quality.
Needless to say, the sampling apparatus and the sampling method of the present invention can also be applied to the sampling of raw soil.
[0012]
【The invention's effect】
As a result of sampling the sample soil with the sampling device and the sampling method according to the present invention, by providing the cylindrical body with an opening at an arbitrary opening angle over the entire longitudinal direction, circumferential friction acting on the inner surface of the cylindrical body and the sample soil Therefore, the sample soil of the entire improved layer thickness can be reliably collected without the phenomenon of co-falling of the sample soil.
[0013]
By providing the opening in a state in which a part of the side wall of the cylindrical body is appropriately left, the residual portion functions to reinforce the cylindrical body, and the twisting and bending of the cylindrical body can be prevented.
By providing the sample soil drop-off preventing claw at the tip remaining portion of the cylinder, the sample soil is not dropped from the cylinder, and can be pulled out at an arbitrary time after the cylinder is built.
By providing a tip cutter at the tip of the cylinder, it is recognized that the cylinder can be easily built, and it is possible to reliably collect the sample soil of the entire improved layer in an undisturbed state. did it.
The collection device and collection method of the present invention are a very simple and effective collection device and collection method.
[Brief description of the drawings]
FIG. 1 is an overall perspective view of an embodiment of a sampling device of the present invention.
FIGS. 2A and 2B are a side sectional view and a bottom view of a tip remaining portion of the collection device of the present invention. FIGS.
FIG. 3 is an explanatory diagram of an opening angle of the sampling device of the present invention.
FIG. 4 is an overall perspective view of another embodiment of the collection device of the present invention.
FIG. 5 is an explanatory diagram showing the steps of the sampling method of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP16499498A JP4463886B2 (en) | 1998-06-12 | 1998-06-12 | Uncured sample soil collection device and collection method |
Applications Claiming Priority (1)
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JP16499498A JP4463886B2 (en) | 1998-06-12 | 1998-06-12 | Uncured sample soil collection device and collection method |
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JP2000001844A JP2000001844A (en) | 2000-01-07 |
JP4463886B2 true JP4463886B2 (en) | 2010-05-19 |
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JP16499498A Expired - Fee Related JP4463886B2 (en) | 1998-06-12 | 1998-06-12 | Uncured sample soil collection device and collection method |
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CN104372785A (en) * | 2014-11-19 | 2015-02-25 | 无锡中地地质装备有限公司 | Soil sampler |
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JP4538672B2 (en) * | 2006-10-20 | 2010-09-08 | 株式会社フレスコーヴォ | Unsolidified sample collection device |
JP5015551B2 (en) * | 2006-11-06 | 2012-08-29 | 株式会社Wasc基礎地盤研究所 | Quality check method for improved ground and quality check equipment |
JP4682215B2 (en) * | 2008-02-26 | 2011-05-11 | 吉男 中山 | Collection transplant pipe |
JP5071875B1 (en) * | 2012-05-31 | 2012-11-14 | 株式会社ランドクラフト | Soil sampling device |
JP6048934B2 (en) * | 2013-02-27 | 2016-12-21 | 国立研究開発法人農業・食品産業技術総合研究機構 | Soil sampling aid and soil sampling method |
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- 1998-06-12 JP JP16499498A patent/JP4463886B2/en not_active Expired - Fee Related
Cited By (3)
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CN104372785A (en) * | 2014-11-19 | 2015-02-25 | 无锡中地地质装备有限公司 | Soil sampler |
CN108956195A (en) * | 2018-05-22 | 2018-12-07 | 山东大学 | One kind being suitable for grouting model test sand body sampler and application method |
CN108956195B (en) * | 2018-05-22 | 2021-02-23 | 山东大学 | Sand body sampling device suitable for grouting model test and using method |
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JP2000001844A (en) | 2000-01-07 |
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