JPH07238549A - Device and method of measuring thickness of placing sand layer on bottom of water - Google Patents

Device and method of measuring thickness of placing sand layer on bottom of water

Info

Publication number
JPH07238549A
JPH07238549A JP5474294A JP5474294A JPH07238549A JP H07238549 A JPH07238549 A JP H07238549A JP 5474294 A JP5474294 A JP 5474294A JP 5474294 A JP5474294 A JP 5474294A JP H07238549 A JPH07238549 A JP H07238549A
Authority
JP
Japan
Prior art keywords
sand layer
rod
sand
bed
guide
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.)
Granted
Application number
JP5474294A
Other languages
Japanese (ja)
Other versions
JP2939496B2 (en
Inventor
Takaaki Suzuki
孝明 鈴木
Koji Fujii
浩治 藤井
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP5474294A priority Critical patent/JP2939496B2/en
Publication of JPH07238549A publication Critical patent/JPH07238549A/en
Application granted granted Critical
Publication of JP2939496B2 publication Critical patent/JP2939496B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To make it possible to accurately measure the thickness of a placing sand layer irrespective of the settlement of the undersea ground or the sticking of disperse sand into the ground. CONSTITUTION:A sand layer surface contact plate 5 is mounted to the lower end of a straight guide 2 formed in a cylindrical shape, and a bar-shaped penetration rod 1 is inserted in the straight guide 2. The plate 5 is brought into contact with the surface of a placing sand layer 8, force-fit of the penetration rod 1 is made to pass through the placing sand layer 8, and the thickness of the sand layer is measured with the penetration length at that time.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、主として撤砂によって
水底に堆積させた敷砂層の厚さを測定する装置及びその
方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly relates to an apparatus and method for measuring the thickness of a bed layer deposited on a water bottom by sand removal.

【0002】[0002]

【従来の技術】従来、水底堆積物の埋め込みや、軟弱地
盤の締め固め等のために砂の撤布によって敷砂層を水底
面に敷設する工法がある。この工法には、流水を利用し
て砂を搬送し、水底に撤布する水搬敷砂工法がある。こ
の工法では、作業船からロッドを吊り下すか、スタッフ
を立てて敷砂層表面の水深を測定しながら撤砂し、敷砂
層の天端高を調整している。また敷砂層厚の管理を砂撒
の前後にレッド測量やスタッフによって水深測定を行
い、測定値の差を取ることによって行っていた。
2. Description of the Related Art Conventionally, there is a method of laying a sand layer on the water bottom surface by removing sand for embedding water bottom sediments, compacting soft ground, and the like. In this method, there is a water carrying sand method in which sand is carried using running water and is removed to the bottom of the water. In this method, rods are hung from a work boat, or staff are stood to remove the sand while measuring the water depth on the surface of the bed, and the top height of the bed is adjusted. In addition, the thickness of the bed layer was managed by measuring the water depth by red surveying and staff before and after sand sprinkling and taking the difference between the measured values.

【0003】[0003]

【発明が解決しようとする課題】上述したように従来の
敷砂層厚の管理方法では、敷砂を施す地盤が多くの場
合、軟弱地盤であるため、撒砂が地盤中にめり込んだ
り、砂の重さによって地盤が沈下するため、砂撒の前に
測定した地盤表面高さより敷砂層の底面が低くなること
が多く、このため、敷砂層厚が予定厚より大きくなり、
撒砂量が予定より多くなってしまうという問題があっ
た。
As described above, in the conventional method for controlling the thickness of the bed layer, since the ground to which the bed sand is applied is often soft ground, the sand is sunk into the ground or the sand Since the ground subsides due to the weight, the bottom of the sand layer is often lower than the ground surface height measured before the sand is sprinkled, which makes the sand layer thickness larger than the planned thickness.
There was a problem that the amount of sand was larger than planned.

【0004】本発明はこのような従来の問題にかんが
み、砂撒時の砂層厚管理を高精度に実施するために、敷
砂層の厚さを正確に測定できる水底敷砂層厚測定装置及
びその測定方法を提供することを目的としたものであ
る。
In view of the above conventional problems, the present invention provides a water bottom laying sand layer thickness measuring device and its measurement capable of accurately measuring the thickness of the laying sand layer in order to accurately control the sand layer thickness during sanding. It is intended to provide a method.

【0005】[0005]

【課題を達成するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴は、
先端を敷砂層に嵌入させる貫入用ロッドと、該貫入用ロ
ッドをガイドさせる直状のガイドと、該ガイドの先端に
固定され、敷砂層表面に当接させる砂層表面当接プレー
トとを備えてなる水底敷砂層厚測定装置(請求項1)及
び該装置を使用し、先端を敷砂層に嵌入させる貫入用ロ
ッドと、該貫入用ロッドをガイドさせる直状のガイド
と、該ガイドの先端に固定され、敷砂層表面に当接させ
る砂層表面当接プレートとを備えてなる水底敷砂層厚測
定装置を使用し、前記砂層表面当接プレートを水底の敷
砂層表面に当接させた状態で、前記貫入ロッドを敷砂層
の表面より圧入し、圧入開始後の圧入抵抗の変化によっ
て敷砂層貫通を検出し、その時のロッドと前記ガイドと
の相対位置を測定することにより、敷砂層貫通時のロッ
ド貫入長さを計測する水底敷砂層厚測定方法(請求項
2)にある。
The features of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose are as follows.
It is provided with a penetrating rod having a tip fitted into the bed layer, a straight guide for guiding the penetrating rod, and a sand layer surface abutting plate fixed to the tip of the guide and abutting against the bed layer surface. Water-bottomed sand layer thickness measuring device (Claim 1) and a penetrating rod that uses the device to insert the tip into the bed layer, a straight guide that guides the penetrating rod, and a tip fixed to the guide. , Using a water layer laid sand layer thickness measuring device comprising a sand layer surface abutting plate to be brought into contact with the laid sand layer surface, with the sand layer surface abutting plate abutting the laid sand layer surface of the water bottom, the penetration The rod is pressed from the surface of the bed, and the penetration of the bed is detected by the change in the press-fit resistance after the start of press fitting.By measuring the relative position of the rod and the guide at that time, the rod penetration length when the bed is penetrated Measure In the bottom of the water laid sand layer thickness measurement method (claim 2).

【0006】[0006]

【作用】本発明の装置及び方法は、直状ガイドを船上よ
り垂直に下ろし、その下端のプレートを敷砂層表面に当
接させる。次いで貫入用ロッドを直状ガイドに沿って押
し下げ、該ロッドの下端を敷砂層内に貫入させる。この
貫入開始時のロッド先端高さは、直状ガイドと貫入用ロ
ッドの相対関係を予め定めておくことによって知ること
ができる。このようにしてロッドを貫入させ、その下端
が敷砂層の底面に至ると、砂層と、その下の地盤との貫
入抵抗が違うため、ロッド先端が敷砂層の底面を通過す
るのを知ることができ、その際のロッド先端の直状ガイ
ドに対する相対高さを計測することによって敷砂層表面
のプレートとロッド先端との距離、即ち敷砂層厚を知る
ことができる。
According to the apparatus and method of the present invention, the straight guide is vertically lowered from the ship, and the plate at the lower end is brought into contact with the surface of the laid sand layer. Then, the penetrating rod is pushed down along the straight guide so that the lower end of the rod penetrates into the bed sand layer. The height of the rod tip at the start of penetration can be known by setting the relative relationship between the straight guide and the penetration rod in advance. When the rod penetrates in this way and the lower end reaches the bottom of the sand layer, it is possible to know that the tip of the rod passes the bottom of the sand layer because the sand layer and the ground beneath it have different penetration resistance. By measuring the relative height of the rod tip to the straight guide at that time, the distance between the plate on the sand laying layer surface and the rod tip, that is, the laying sand layer thickness can be known.

【0007】また、砂撒に先立って水底面上にネットや
シート等の表面被覆材が布設されている場合には、貫入
ロッドの先端がこれに当ることによって敷砂層の底面高
さを知ることができる。
When a surface covering material such as a net or a sheet is laid on the bottom of the water prior to sand sprinkling, the bottom surface height of the bed sand layer can be known by hitting the tip of the penetrating rod against it. You can

【0008】[0008]

【実施例】次に本発明の実施の一例を図面について説明
する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings.

【0009】図1〜図2は本発明に係る装置の一例を示
したものであり、同図において、1は貫入ロッドであ
り、2は直状ガイドである。貫入ロッド1は鋼棒からな
る本体部の先端に錘状の先端貫入金具3が固定されてい
るとともに、上端にはT字状配置に貫入操作用のハンド
ル4が固定されている。ガイド2は円筒管をもって構成
され、その下端外周に円形の鉄板からなる砂層表面当接
プレート5が固定されているとともに、縦長の窓6が長
手方向に向けて多数成形されている。
1 and 2 show an example of a device according to the present invention, in which 1 is a penetrating rod and 2 is a straight guide. The penetrating rod 1 has a weight-shaped tip penetrating metal fitting 3 fixed to the tip of a main body made of a steel rod, and a T-shaped arrangement handle 4 for penetrating operation fixed to the upper end. The guide 2 is configured by a cylindrical tube, and a sand layer surface contact plate 5 made of a circular iron plate is fixed to the outer periphery of the lower end of the guide 2, and a number of vertically long windows 6 are formed in the longitudinal direction.

【0010】ガイド2内には、前述した貫入ロッド1が
挿入されている。ガイド2を構成する円筒管は、これを
使用する水深に合わせ、下端が水底に接した状態で上端
を作業船上で操作できる長さに成形されているととも
に、貫入ロッド1はガイド2より敷砂層貫通に必要な長
さ分だけ長く成形されている。
The penetrating rod 1 described above is inserted into the guide 2. The cylindrical pipe that constitutes the guide 2 is formed to have a length that allows the upper end to be operated on the work boat with the lower end in contact with the water bottom, depending on the depth of water used, and the penetrating rod 1 is formed from the guide 2 to the sand layer. It is formed as long as the length required for penetration.

【0011】このように構成される装置の使用に際して
は、図3に示すように砂撒ヘッド7が通過して砂撒を行
った直後の敷砂層8の表面に作業船9上よりガイド2を
垂直に垂下し、下端のプレート5を敷砂層8の表面に当
接させ、この状態でガイド2内に挿通されている貫入ロ
ッド1をハンドル4を操作して人力により、その下端を
敷砂層8内に貫入させる。この貫入操作によってロッド
先端が敷砂層8の底面10、即ち、敷砂層8と、その下
の地盤11との境界に達すると、貫入抵抗が変化するた
め、作業者をしてロッド先端が敷砂層8を貫通したこと
を知らしめることとなる。
When using the apparatus constructed as described above, as shown in FIG. 3, the guide 2 is placed from above the work boat 9 on the surface of the spread sand layer 8 immediately after the sand sprinkling head 7 has passed and sanded. The plate 5 at the lower end is hung vertically, and the plate 5 at the lower end is brought into contact with the surface of the sand laying layer 8. In this state, the penetrating rod 1 inserted in the guide 2 is operated by manipulating the handle 4, and the lower end thereof is manually laid. Let it penetrate. When the tip of the rod reaches the bottom surface 10 of the paved sand layer 8, that is, the boundary between the paved sand layer 8 and the ground 11 therebelow by this penetration operation, the penetration resistance changes. You will know that you have penetrated 8.

【0012】尚、地盤上にネットやシート等の表面被覆
材を布設した後撒砂を行っている場合は、その表面被覆
材にロッド先端が当接し、貫入不能になるため、ロッド
1の敷砂層8の貫通を知ることができる。
When sand is applied after the surface covering material such as a net or a sheet has been laid on the ground, the tip of the rod comes into contact with the surface covering material, making it impossible to penetrate. The penetration of the sand layer 8 can be known.

【0013】このようにして貫入ロッド1の先端が敷砂
層8を貫通した時点における貫入ロッド1のガイド2に
対する相対高さを測定することによりプレート5から貫
入ロッド1の先端までの距離、即ち、ロッド1が貫通し
た敷砂層8の厚さHを知ることができる。
By measuring the relative height of the penetrating rod 1 with respect to the guide 2 at the time when the tip of the penetrating rod 1 penetrates the sand layer 8, the distance from the plate 5 to the tip of the penetrating rod 1, that is, The thickness H of the spread sand layer 8 through which the rod 1 penetrates can be known.

【0014】また貫入ロッド1には目盛12が付されて
おり、これを窓6から読み取ることにより、ガイド2に
対する移動長さによって貫入深さを測定する。
Further, the penetrating rod 1 is provided with a scale 12, which is read from the window 6 to measure the penetrating depth by the moving length with respect to the guide 2.

【0015】このようにして敷砂層8の厚さHを測定
し、これをもとにして撒砂量を調節し、必要な厚さの敷
砂層厚の管理を行う。
In this way, the thickness H of the spread sand layer 8 is measured, the amount of sand spread is adjusted based on this, and the thickness of the spread sand layer of a required thickness is controlled.

【0016】[0016]

【発明の効果】上述したように本発明の水底敷砂層厚測
定装置及び方法においては、敷砂層の表面に直状ガイド
の下端のプレートを当接させ、貫入ロッドを直状ガイド
に沿わせて敷砂層に圧入することによって厚さを測定す
るようにしたことにより、敷砂層厚が直接的に測定され
ることとなり、水底地盤が敷砂によって沈下した場合で
も正確な厚さ測定が可能になり、予定以上の厚さに撒砂
することがなくなって経済性が向上することとなったも
のである。
As described above, in the apparatus and method for measuring the thickness of the sand bed of the water bottom of the present invention, the plate at the lower end of the straight guide is brought into contact with the surface of the spread sand layer, and the penetrating rod is placed along the straight guide. Since the thickness is measured by pressing it into the bed layer, the bed layer thickness can be measured directly, and accurate thickness measurement is possible even when the water bottom ground sinks due to bed sand. However, it is possible to improve the economic efficiency by not spreading sand more than expected.

【0017】また測定は目視によって直読することが可
能であるため、特別な技術や熟練を要することなく、誰
にでも測定することができ、正確な砂撒施工管理が容易
に行われる。
Further, since the measurement can be directly read by visual observation, anyone can perform the measurement without requiring special skill and skill, and accurate sand sprinkling construction management can be easily performed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の装置の一例の正面図である。FIG. 1 is a front view of an example of a device of the present invention.

【図2】同上の貫入ロッドの一部を省略して示す正面図
である。
FIG. 2 is a front view showing the same penetrating rod with a part thereof omitted.

【図3】本発明方法の施工状態の一例を示す断面図であ
る。
FIG. 3 is a cross-sectional view showing an example of a construction state of the method of the present invention.

【符号の説明】[Explanation of symbols]

1 貫入ロッド 2 直状ガイド 3 先端貫入金具 4 ハンドル 5 砂層表面当接プレート 6 窓 7 砂撒ヘッド 8 敷砂層 9 作業船 10 底面 11 地盤 12 目盛り 1 Penetration Rod 2 Straight Guide 3 Tip Penetration Metal Fitting 4 Handle 5 Sand Layer Surface Abutting Plate 6 Window 7 Sand Sprinkling Head 8 Sand Layer 9 Work Vessel 10 Bottom 11 Ground 12 Scale

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 先端を敷砂層に嵌入させる貫入用ロッド
と、該貫入用ロッドをガイドさせる直状のガイドと、該
ガイドの先端に固定され、敷砂層表面に当接させる砂層
表面当接プレートとを備えてなる水底敷砂層厚測定装
置。
1. A penetrating rod having a tip fitted into a bed layer, a straight guide for guiding the penetrating rod, and a sand layer surface abutting plate fixed to the tip of the guide and abutting against the bed layer surface. An underwater sand layer thickness measuring device comprising
【請求項2】 先端を敷砂層に嵌入させる貫入用ロッド
と、該貫入用ロッドをガイドさせる直状のガイドと、該
ガイドの先端に固定され、敷砂層表面に当接させる砂層
表面当接プレートとを備えてなる水底敷砂層厚測定装置
を使用し、前記砂層表面当接プレートを水底の敷砂層表
面に当接させた状態で、前記貫入ロッドを敷砂層の表面
より圧入し、圧入開始後の圧入抵抗の変化によって敷砂
層貫通を検出し、その時のロッドと前記ガイドとの相対
位置を測定することにより、敷砂層貫通時のロッド貫入
長さを計測する水底敷砂層厚測定方法。
2. A penetrating rod having a tip fitted into the bed layer, a straight guide for guiding the penetrating rod, and a sand layer surface abutting plate fixed to the tip of the guide and abutting against the bed layer surface. Using a water bottom laid sand layer thickness measuring device comprising, with the sand layer surface contact plate in contact with the laid sand layer surface of the water bottom, press fit the penetration rod from the surface of the laid sand layer, after the press-fitting start The method for measuring the water-bed sand layer thickness in which the penetration depth of the rod is measured by detecting the penetration of the sand layer by the change in the press-fitting resistance of the rod and measuring the relative position between the rod and the guide at that time.
JP5474294A 1994-02-28 1994-02-28 Underwater sand layer thickness measuring device and method Expired - Fee Related JP2939496B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5474294A JP2939496B2 (en) 1994-02-28 1994-02-28 Underwater sand layer thickness measuring device and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5474294A JP2939496B2 (en) 1994-02-28 1994-02-28 Underwater sand layer thickness measuring device and method

Publications (2)

Publication Number Publication Date
JPH07238549A true JPH07238549A (en) 1995-09-12
JP2939496B2 JP2939496B2 (en) 1999-08-25

Family

ID=12979242

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5474294A Expired - Fee Related JP2939496B2 (en) 1994-02-28 1994-02-28 Underwater sand layer thickness measuring device and method

Country Status (1)

Country Link
JP (1) JP2939496B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105587723A (en) * 2016-03-22 2016-05-18 朱志冠 Hydrological telescopic measuring bar and hydrological measuring equipment

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111608214B (en) * 2020-05-21 2021-06-01 中国十七冶集团有限公司 Pile foundation pore-forming detector and measuring method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105587723A (en) * 2016-03-22 2016-05-18 朱志冠 Hydrological telescopic measuring bar and hydrological measuring equipment

Also Published As

Publication number Publication date
JP2939496B2 (en) 1999-08-25

Similar Documents

Publication Publication Date Title
Logsdon et al. Methodology for determining hydraulic conductivity with tension infiltrometers
JP4844924B2 (en) In-situ permeability test method
Tricker The infiltration cylinder: some comments on its use
JP2007199059A (en) Tube degradation core sampler and sample coring method
CN107102378B (en) Utilize the method for hole pressure touching methods measurement artesian aquifer water level and head height
JPS6153911A (en) Device of measuring peripheral surface friction force of pile
CN206906300U (en) Device for detecting water and soil pollution degree
JPH07238549A (en) Device and method of measuring thickness of placing sand layer on bottom of water
CN109086502A (en) A kind of Mechanics Parameters of Rock Mass fast determination method based on rotary-cut penetration technology
Brown et al. Collecting and testing barrel sized undisturbed soil monoliths
Bouwer Measuring horizontal and vertical hydraulic conductivity of soil with the double‐tube method
CN208568471U (en) Static lateral coefficient of earth pressure K0 in-situ testing device
KR20210016202A (en) Paper drain board installing equipment with mandrel pressure measuring system using load cell
WO2005103767A2 (en) Method of selecting a soil stabilization protocol for a construction site
CN209470638U (en) A kind of portable floor calibrator
CN209230466U (en) A kind of cubic metre of earth of measurer for thickness
JP3025256U (en) Groundwater level measuring device using Swedish sounding tester
CN206591531U (en) A kind of anchor pole borehole cleaning and hole depth measurement device
JP6307348B2 (en) Ground improvement measuring device
CN111089950A (en) Soil detection device for soil heavy metal restoration
CN110398407A (en) A kind of concrete component faying face roughness detecting method based on reference block
CN213090647U (en) Asphalt concrete quality detection equipment
CN215179481U (en) Device for detecting field permeability coefficient of clay material
CN212932464U (en) One-dimensional soil body hydrothermal migration testing arrangement
JPH0530923B2 (en)

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees