JPH0473486B2 - - Google Patents
Info
- Publication number
- JPH0473486B2 JPH0473486B2 JP19213686A JP19213686A JPH0473486B2 JP H0473486 B2 JPH0473486 B2 JP H0473486B2 JP 19213686 A JP19213686 A JP 19213686A JP 19213686 A JP19213686 A JP 19213686A JP H0473486 B2 JPH0473486 B2 JP H0473486B2
- Authority
- JP
- Japan
- Prior art keywords
- thickness
- soil
- disseminated
- section
- trolley
- 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
Links
- 239000002689 soil Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 239000002344 surface layer Substances 0.000 claims description 3
- 238000004381 surface treatment Methods 0.000 claims description 3
- 239000004576 sand Substances 0.000 description 11
- 238000001514 detection method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 238000012790 confirmation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000005389 magnetism Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
Description
【発明の詳細な説明】
《産業上の利用分野》
この発明は、軟弱地盤表層処理工法において、
播き出された土砂の厚みおよびその分布を測定す
る方法に関する。[Detailed Description of the Invention] <<Industrial Application Field>> This invention provides a method for treating the surface layer of soft ground.
This article relates to a method for measuring the thickness of soil and its distribution.
《発明の背景》
先に本出願は、超軟弱地盤の表層処理工法の一
つとしてシートを用いた表層処理工法を開発し
た。<<Background of the Invention>> The present application has previously developed a surface treatment method using a sheet as one of the surface treatment methods for ultra-soft ground.
この工法は、埋立地、干拓地などにおける通常
ヘドロと称される超軟弱地盤の表面に通気性の繊
維シートを展開敷設し、この上に良質の土砂を播
き出し、地盤表面と播き出し土砂の間に前記シー
トを介在させるものである。 In this construction method, a breathable fiber sheet is laid out on the surface of ultra-soft ground, usually called sludge, in reclaimed land, reclaimed land, etc., and then high-quality soil is spread on top of it. The sheet is interposed between them.
そして、シートは軟弱地盤の表面との間に密着
し、摩擦抵抗により保持され、その上部の播き出
し土砂の荷重を分散支持し、これによつて地盤の
流動破壊および播き出し土砂の地盤内への侵入を
防止する。 Then, the sheet comes into close contact with the surface of the soft ground and is held by frictional resistance, dispersing and supporting the load of the disseminated earth and sand on the top, thereby causing flow failure of the ground and dispersion of the disseminated earth and sand into the ground. prevent the intrusion of
この方法では、播き出した土砂の厚みを管理す
ることが重要である。 In this method, it is important to control the thickness of the soil that has been sown.
《発明が解決しようとする問題点》
この種の測定方法としては、従来は例えば作業
者が棒などを地盤面に挿入し、棒がシートの上面
に当たることを確認することにより土砂の厚みを
測定するようにしていた。しかし、これは感触な
どによる確認であるため、作業者の勘と経験に頼
ることが多く、不正確で手間のかかるものであ
る。さらには、一部分のみしか播き出し土砂の厚
みを測定することができず、全体の厚み分布を知
るまでには至らなかつた。<<Problems to be solved by the invention>> Conventionally, this type of measurement method involves measuring the thickness of soil by having a worker insert a stick into the ground surface and confirming that the stick hits the top surface of the sheet. I was trying to do that. However, since this is a confirmation based on touch, etc., it often relies on the intuition and experience of the operator, making it inaccurate and time-consuming. Furthermore, it was possible to measure the thickness of only a portion of the soil, and it was not possible to determine the overall thickness distribution.
この発明は以上の問題点に鑑みなされたもので
あつて、人の勘や経験に頼らずとも精度の良い厚
み及びその分布を簡単に測定できるようにするこ
とを目的としている。 This invention has been made in view of the above problems, and it is an object of the present invention to make it possible to easily measure the thickness and its distribution with high accuracy without relying on human intuition or experience.
《問題点を解決するための手段》
前記目的を達成するため、この発明は、播き出
し土砂上を走行する台車と、台車内にあつて、地
中に送波面を向けた送波部と、軟弱地盤表層に埋
設されたシートからの反射波を受波する受波部を
備え、前記送波信号と受波信号の時間差により播
き出し土砂の厚みを検出するようにしたことを特
徴とする。<<Means for Solving the Problems>> In order to achieve the above-mentioned object, the present invention provides a trolley that travels on the disseminated earth and sand, a wave transmitting section located inside the trolley with a wave transmitting surface facing underground, The present invention is characterized in that it includes a wave receiving section that receives reflected waves from a sheet buried in the surface layer of soft ground, and the thickness of the disseminated earth and sand is detected based on the time difference between the transmitted signal and the received signal.
《作用》
播き出し土砂の厚みはシートを反射面とした送
波および受波の時間差により自動的に測定でき、
かつ台車を動かすことで、連続的な分布状態を知
ることができる。《Operation》 The thickness of the disseminated soil can be automatically measured by using the sheet as a reflective surface and the time difference between transmitting and receiving waves.
Moreover, by moving the trolley, it is possible to know the continuous distribution state.
《実施例》
以下、この発明の測定方法の一実施例を図面を
用いて詳細に説明する。<<Example>> Hereinafter, an example of the measuring method of the present invention will be described in detail with reference to the drawings.
第1図はこの発明の測定方法を示す概略説明
図、第2図は測定装置の内部回路を示す回路ブロ
ツク図である。 FIG. 1 is a schematic explanatory diagram showing the measuring method of the present invention, and FIG. 2 is a circuit block diagram showing the internal circuit of the measuring device.
図において、1はヘドロなどの超軟弱地盤、2
はその上部に播き出された良質の土砂であり、該
土砂2と軟弱地盤間には通気性のシート3が埋設
され、軟弱地盤1と播き出し土砂2の層を仕切つ
ている。 In the figure, 1 is super soft ground such as sludge, 2
is high-quality earth and sand that has been sown on top of it, and an air permeable sheet 3 is buried between the earth and sand 2 and the soft ground to partition the layer of the soft ground 1 and the sown earth and sand 2.
測定装置は、播き出し土砂2の上面に沿つて走
行する台車4と該走行台車4にむけてレーザ光を
発射するレーザレベル計5を備えている。レーザ
レベル計5は播き出し土砂2の地表面の適宜の位
置に設置固定されるもので、これが発射するレー
ザにより水平の基準値を台車4に与える。 The measuring device includes a truck 4 that travels along the upper surface of the disseminated earth and sand 2, and a laser level meter 5 that emits a laser beam toward the traveling truck 4. The laser level meter 5 is installed and fixed at an appropriate position on the ground surface of the disseminated earth and sand 2, and gives a horizontal reference value to the cart 4 by the laser it emits.
台車4の上部にはターゲツト板6が配置され、
このターゲツト板6を前記レーザレベル計5に向
けた状態で計測者が台車4を押しつつ播き出し土
砂2の厚みを測定するようになつている。 A target plate 6 is arranged on the upper part of the trolley 4,
With this target plate 6 facing the laser level meter 5, a measurer measures the thickness of the disseminated earth and sand 2 while pushing the trolley 4.
第2図はその内部回路構成を示すもので、レー
ザレベル計5に内蔵されたレーザ発振器5aのレ
ーザ光は前記ターゲツト板6に設けた受光レベル
検知部7で検出される。該検知部7の出力は光電
変換部8で電気信号に変換され、減算部9の一方
側の入力端に供給される。 FIG. 2 shows its internal circuit configuration. Laser light from a laser oscillator 5a built into the laser level meter 5 is detected by a received light level detecting section 7 provided on the target plate 6. The output of the detection section 7 is converted into an electrical signal by a photoelectric conversion section 8 and is supplied to one input end of a subtraction section 9 .
光電変換部8は地表面の高低に応じた電気信号
を出力するもので、レーザ光によつて仕切られた
水平レベルに対し台車4が上下することによつて
その値は可変となつている。 The photoelectric conversion unit 8 outputs an electric signal according to the height of the ground surface, and its value is variable as the cart 4 moves up and down with respect to the horizontal level defined by the laser beam.
また、台車4の内部には発振器10およびこの
発振器10からの発振パルス出力を地中に向けて
反射する送波器11と、地中内にあつて、前記シ
ート3により反射された反射パルス出力を受波す
る受波器12とを備えており、これらの出力値は
時間差検出部13で表面からの深さに応じた時間
差として演算され、この時間差に応じたシート3
の設置位置の深さ、すなわち播き出し土砂2の厚
みを演算するようになつている。 Further, inside the trolley 4, there is an oscillator 10 and a transmitter 11 that reflects the oscillation pulse output from the oscillator 10 toward the ground, and a reflected pulse output that is located underground and is reflected by the sheet 3. These output values are calculated as a time difference according to the depth from the surface by a time difference detection section 13, and the sheet 3 according to this time difference is
The depth of the installation position, that is, the thickness of the soil 2 to be sown is calculated.
そして、この検出部13によつて演算された値
は増幅器15を経て前記減算部9の他方側入力端
に供給される。 The value calculated by the detection section 13 is supplied to the other input terminal of the subtraction section 9 via the amplifier 15.
減算部9では、台車4を基準としてレーザ光に
よつて仕切られたレベルに対する台車4の高低を
演算する機能を持つており、この演算結果は表示
部16および記録計17に出力される。 The subtraction section 9 has a function of calculating the height of the cart 4 with respect to the level divided by the laser beam with the cart 4 as a reference, and the result of this calculation is output to the display section 16 and the recorder 17.
また、台車4内には台車4の測定開始地点を設
定するための設定器18およびこの設定器18で
設定された位置を始点として台車4の走行距離に
応じてその値を積算する積算部19が設けられて
いる。この積算部19からの出力は表示部16お
よび記録計17に平行表示される。 Also, inside the truck 4, there is a setting device 18 for setting the measurement start point of the truck 4, and an integrating section 19 that integrates the value according to the travel distance of the truck 4 using the position set by the setting device 18 as the starting point. is provided. The output from the integrating section 19 is displayed in parallel on the display section 16 and recorder 17.
つまり、表示部16および記録計17では、積
算部19の値を横軸とし、減算部9の出力を縦軸
とする表示あるいは記録がなされ、これにより、
第1図の断面で示す形状の表示および記録がなさ
れるのである。 That is, the display section 16 and the recorder 17 display or record the value of the integration section 19 on the horizontal axis and the output of the subtraction section 9 on the vertical axis.
The shape shown in the cross section of FIG. 1 is displayed and recorded.
なお、シート3の設置厚みを検出するための手
段としては超音波、電磁波あるいは磁気等種々の
手段がある。また、場合によつては、シート3の
表面に反射しやすい物質を設けても良いことは勿
論である。 Note that there are various means for detecting the installation thickness of the sheet 3, such as ultrasonic waves, electromagnetic waves, and magnetism. Furthermore, it goes without saying that a highly reflective substance may be provided on the surface of the sheet 3 depending on the case.
単に厚み分布のみを測定したい場合にはレーザ
レベル計およびこの検出手段は不要であり、この
場合には、送波器および受波器の時間差に応じた
厚み分布のみが播き出し土砂の地表面を一定のレ
ベルとして表示あるいは記録されることになる。 If you simply want to measure the thickness distribution, there is no need for a laser level meter or this detection means.In this case, only the thickness distribution according to the time difference between the transmitter and receiver will measure the soil surface It will be displayed or recorded as a certain level.
《発明の効果》
以上実施例により詳細に説明したように、この
発明による播き出し土砂の厚み測定方法によれ
ば、単に走行台車を走行させるだけで自動的に播
き出し土砂の厚みおよびその分布が表示あるいは
記録されるため、従来の人手による測定手段に比
べて格段の精度で厚みの測定およびその分布状態
を知ることができ、土砂播き出し後の厚み管理用
の測定方法として好適である。<<Effects of the Invention>> As explained in detail in the embodiments above, according to the method for measuring the thickness of disseminated soil according to the present invention, the thickness of disseminated soil and its distribution can be automatically determined simply by running the traveling trolley. Since it is displayed or recorded, it is possible to measure the thickness and know its distribution with much higher accuracy than conventional manual measuring means, and it is suitable as a measuring method for controlling the thickness after soil dissemination.
第1図はこの発明を適用した厚み測定方法を示
す概略説明図、第2図は同測定方法における電気
的構成を示す回路ブロツク図である。
1……軟弱地盤、2……播き出し土砂、3……
シート、4……走行台車、11……送波器、12
……受波器、13……時間差検出部、16……表
示部、17……記録計。
FIG. 1 is a schematic explanatory diagram showing a thickness measuring method to which the present invention is applied, and FIG. 2 is a circuit block diagram showing the electrical configuration in the same measuring method. 1... Soft ground, 2... Sown earth and sand, 3...
Sheet, 4... Traveling trolley, 11... Transmitter, 12
... Wave receiver, 13 ... Time difference detection section, 16 ... Display section, 17 ... Recorder.
Claims (1)
あつて、地中に送波面を向けた送波部と、軟弱地
盤表層に埋設されたシートからの反射波を受波す
る受波部を備え、前記送波信号と受波信号の時間
差により播き出し土砂の厚みを検出するようにし
たことを特徴とする軟弱地盤表層処理工法におけ
る播き出し土砂の厚み測定方法。1. A trolley that travels on the soil that has been disseminated, a wave transmitting section inside the trolley with its wave transmitting surface facing underground, and a wave receiving section that receives reflected waves from a sheet buried in the surface layer of soft ground. A method for measuring the thickness of disseminated soil in a soft ground surface treatment method, characterized in that the thickness of the disseminated soil is detected based on the time difference between the transmitting signal and the receiving signal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19213686A JPS6351514A (en) | 1986-08-19 | 1986-08-19 | Measurement of thickness of soil raked out in soft ground surface layer treating work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19213686A JPS6351514A (en) | 1986-08-19 | 1986-08-19 | Measurement of thickness of soil raked out in soft ground surface layer treating work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6351514A JPS6351514A (en) | 1988-03-04 |
| JPH0473486B2 true JPH0473486B2 (en) | 1992-11-20 |
Family
ID=16286282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19213686A Granted JPS6351514A (en) | 1986-08-19 | 1986-08-19 | Measurement of thickness of soil raked out in soft ground surface layer treating work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6351514A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2612666B2 (en) * | 1993-05-14 | 1997-05-21 | 日本無線株式会社 | Asphalt finisher |
| JP2002333316A (en) * | 2001-05-09 | 2002-11-22 | Heisei Polymer Co Ltd | Topsoil thickness measurement method |
-
1986
- 1986-08-19 JP JP19213686A patent/JPS6351514A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6351514A (en) | 1988-03-04 |
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