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JP2871264B2 - Process control method of ground improvement work using jet jet - Google Patents
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JP2871264B2 - Process control method of ground improvement work using jet jet - Google Patents

Process control method of ground improvement work using jet jet

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Publication number
JP2871264B2
JP2871264B2 JP4132492A JP4132492A JP2871264B2 JP 2871264 B2 JP2871264 B2 JP 2871264B2 JP 4132492 A JP4132492 A JP 4132492A JP 4132492 A JP4132492 A JP 4132492A JP 2871264 B2 JP2871264 B2 JP 2871264B2
Authority
JP
Japan
Prior art keywords
jet
optical fiber
ground
ground improvement
improved liquid
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 - Lifetime
Application number
JP4132492A
Other languages
Japanese (ja)
Other versions
JPH05239825A (en
Inventor
哲樹 菊地
俊和 宮嶋
俊文 佐藤
正之 三浦
淳一 平井
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP4132492A priority Critical patent/JP2871264B2/en
Publication of JPH05239825A publication Critical patent/JPH05239825A/en
Application granted granted Critical
Publication of JP2871264B2 publication Critical patent/JP2871264B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明はセメント等の固化材を
含む改良液ジェット噴流を地中に噴射して周囲の土砂を
削り取りながら混合撹拌することによって、地中に柱状
等の固化体を構築する地盤改良工事における工事管理方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is to construct a solid body such as a pillar in the ground by jetting an improved liquid jet jet containing a solidifying material such as cement into the ground and mixing and stirring it while shaving off surrounding soil. And construction management methods for ground improvement works.

【0002】[0002]

【従来技術】ジェット噴流を利用した地盤改良工法は図
5のように、地上から改良液ジェットの噴射管1を所定
深さ立込み、管の先端からセメント系スラリーの改良液
ジェット2を噴射し、周囲の土砂を削り取ると同時に混
合撹拌し、地中に柱状の固化体3を形成する。従来この
改良工事の工程を管理するには図6のように改良液ジェ
ット噴射管1の周囲の施工領域の周囲数ケ所にロッド4
を立込み、施工中、改良液ジェットの噴流2が当った振
動を加速度計5で感知して改良液の到達を検出し、これ
によって、改良液により形成される固化体3の出来形を
判定していた。
2. Description of the Related Art As shown in FIG. 5, a ground improvement method using a jet jet is shown in FIG. 5 in which an injection pipe 1 for an improved liquid jet is erected from the ground at a predetermined depth, and an improved liquid jet 2 of a cement slurry is injected from the tip of the pipe. At the same time, the surrounding earth and sand are scraped off and mixed and stirred to form a columnar solidified body 3 in the ground. Conventionally, in order to control the process of this improvement work, as shown in FIG.
During the construction, the vibration applied by the jet 2 of the improved liquid jet is sensed by the accelerometer 5 to detect the arrival of the improved liquid, and thereby determine the shape of the solidified body 3 formed by the improved liquid. Was.

【0003】また、改良液の注入量や噴射圧力などの値
をもとに人の経験で工程を管理し、出来形を判定してい
た。
[0003] In addition, processes have been managed by human experience based on values such as the injection amount and injection pressure of the improving liquid, and the finished product has been judged.

【0004】[0004]

【発明が解決しようとする課題】従来のロッドによる工
程の管理方法では、地中であるために、改良液のジェ
ットがロッドに近くなってくると、土砂全体の振動を感
知するために改良液ジェットの到達を正確に測定ができ
ず。このために施工工程において正確な施工出来形を知
ることは難しかった。また、地盤条件の違いによって振
動の大きさも変化し、定量的判断ができなかった。改
良液ジェットの到達位置は平面の次元でしか検知できな
いので、深さ方向は噴射管の挿入深さから間接的に推定
するしかなかった。注入量や噴射圧力などの値をもと
に、人が判断する方法では地盤条件や人の能力によって
大きなバラツキが生じ信頼性が低かった。
According to the conventional method for managing a process using a rod, when the jet of the improving liquid comes close to the rod because it is under the ground, the improving liquid is used to detect the vibration of the whole earth and sand. The arrival of the jet cannot be measured accurately. For this reason, it was difficult to know the exact construction result in the construction process. In addition, the magnitude of the vibration also changed depending on the difference in the ground conditions, and a quantitative judgment could not be made. Since the arrival position of the improved liquid jet can be detected only in the plane dimension, the depth direction has to be estimated indirectly from the insertion depth of the injection pipe. In the method in which a person judges based on values such as the injection amount and the injection pressure, large variations occur due to ground conditions and the ability of the person, resulting in low reliability.

【0005】この発明は上記問題点に着目しなされたも
のである。その目的は、施工の時点で改良液の到達地点
を平面および深さの位置で三次元的に、精度高く、リア
ルタイムに検知して、固結体の出来形を正確に判定して
工程の制御ができるジェット噴流を利用した地盤改良工
事の工程管理方法を提案するにある。
The present invention has been made in view of the above problems. The purpose is to control the process by detecting the arrival point of the improvement liquid three-dimensionally and accurately in real time at the time of construction, at the position of the plane and the depth, and accurately determining the shape of the consolidated body. It is to propose a process management method of ground improvement work using jet jet which can be done.

【0006】[0006]

【課題を解決するための手段】この工程管理方法は、固
化材を含むジェットグラウトを地中に噴射して周囲の土
砂を削り取り、混合して地中に固化体を形成する地盤改
良工事において、ジェットグラウト噴射管周囲の地盤内
に垂直に光ファイバーを立込み、光ファイバーの上端か
ら光を照射し先端面からの反射光を受光し、照射から受
光までの時間からジェットグラウト噴流によって切断さ
れた光ファイバー先端位置を求め、ジェットグラウト到
達位置を検出することを特徴とする構成により課題の解
決を図ったものである。
This process control method is used in ground improvement work in which a jet grout containing a solidified material is sprayed into the ground to scrape off surrounding earth and sand, and mixed to form a solidified body in the ground. An optical fiber stands vertically in the ground around the jet grout injection pipe, irradiates light from the upper end of the optical fiber, receives light reflected from the tip surface, and cuts the optical fiber tip by the jet grout jet from the time from irradiation to light reception An object of the present invention is to solve the problem by a configuration in which a position is obtained and a jet grout reaching position is detected.

【0007】この管理方法は、ガラス質あるいはプラス
チック製の光ファイバーを施工領域内の複数の位置に立
込み改良液ジェットによって、どの位置の光ファイバー
が切断されたかを検知し、さらに切断された残りの光フ
ァイバー長を検出する。この計測データをリアルタイム
で処理して施工中の改良液ジェットの到達地点を平面位
置および深さの三次元でとらえ、これを施工工程にフィ
ードバックして工程を管理するものである。
In this management method, an optical fiber made of glass or plastic is placed at a plurality of positions in a work area, and the position of the cut optical fiber is detected by an improved liquid jet, and the remaining cut optical fiber is further detected. Detect length. This measurement data is processed in real time to grasp the arrival point of the improved liquid jet under construction in three dimensions of the plane position and the depth, and to feed it back to the construction process to manage the process.

【0008】図1にこの管理方法の一例を図示する。地
中に差込んだ改良液ジェットの噴射管1の周囲地盤内に
n個の光ファイバー6−1,6−2,…6−nをn個の
地点に垂直に立込み、その上端を光切替器7を介し、障
害点探査器8およびパーソナルコンピュータ9に連結し
ておく。
FIG. 1 shows an example of this management method. .. 6-n are erected vertically at n points in the ground surrounding the injection pipe 1 of the improved liquid jet inserted into the ground, and the upper end thereof is optically switched. Via a detector 7 to a fault point detector 8 and a personal computer 9.

【0009】光ファイバー6の立込みは、例えば図2に
示すように、噴射管1を中心とする直交4放射方向およ
び一放射方向の一定間隔位置を選び、垂直に所定の深さ
立込む。
As shown in FIG. 2, for example, as shown in FIG. 2, the optical fiber 6 is set at predetermined intervals in four orthogonal radiation directions and one radiation direction centering on the injection tube 1 and vertically extends at a predetermined depth.

【0010】障害点探査器8は光ファイバー6に光を照
射し、先端で反射した光を受光し、照射から受光までの
時間を計測する。パーソナルコンピュータ9は障害点探
査器からのデータを演算処理する。
The fault locator 8 irradiates the optical fiber 6 with light, receives the light reflected at the tip, and measures the time from irradiation to light reception. The personal computer 9 performs arithmetic processing on data from the fault point locator.

【0011】計測手順としては、改良液ジェットの噴射
に先だち、地中に設置した光ファイバーの初期値とし
て、光ファイバー先端面から戻ってくる反射光パルスを
受光し、照射から受光までの時間(t0 )を計測する
(図3(a) )。次に、改良液ジェットの噴射を開始した
後、改良液ジェットによって切断された光ファイバーの
先端面からの反射光パルスを受光して光照射から受光ま
での時間(t1 )を計測する(図3(b) )。そして、予
めパーソナルコンピュータに入力してある使用した光フ
ァイバーの屈折率、光の周波数から伝播速度を求める。
切断された光ファイバーの長さl(エル)は
As a measurement procedure, prior to the injection of the improved liquid jet, a reflected light pulse returning from the tip surface of the optical fiber is received as an initial value of the optical fiber installed in the ground, and the time from irradiation to light reception (t 0) ) Is measured (FIG. 3 (a)). Next, after the injection of the improved liquid jet is started, a reflected light pulse from the distal end face of the optical fiber cut by the improved liquid jet is received, and the time (t 1 ) from light irradiation to light reception is measured (FIG. 3). (b)). Then, the propagation velocity is obtained from the refractive index of the used optical fiber and the frequency of the light which have been input to the personal computer in advance.
The length l (ell) of the cut optical fiber is

【0012】[0012]

【数1】 (Equation 1)

【0013】であり、この光ファイバーの長さから改良
液ジェットの到達位置を検出する。このように、反射光
パルスの変化を計測することで改良液ジェットがチェッ
クポイントである光ファイバー設置位置に到達している
ことが検知でき、さらに、反射光パルス位置変化分から
現在施工中のポイント深さもリアルタイムで計測でき
る。
The arrival position of the improved liquid jet is detected from the length of the optical fiber. In this way, by measuring the change in the reflected light pulse, it is possible to detect that the improved liquid jet has reached the optical fiber installation position, which is the check point, and the depth of the point currently being constructed can be determined from the reflected light pulse position change. Can be measured in real time.

【0014】光ファイバーの設置点数は数点から数十点
まで自由に選択できる。光ファイバー6と障害点探査器
8とを直結して数台使用するか、あるいは図1のように
間に光切替器7を介装して、探査器8に連結する光ファ
イバーを順次切替えて多数の光ファイバーを用いること
ができる。
The number of optical fiber installation points can be freely selected from several to several tens. The optical fiber 6 and the fault locator 8 are directly connected to each other, or several are used. Alternatively, as shown in FIG. Optical fibers can be used.

【0015】計測したデータはリアルタイムでコンピュ
ータに表示し、改良液ジェットの到達地点を三次元表
示、平面位置表示、各設置光ファイバー別の深さなどで
表示する。この情報を施工工程にフィードバックして工
程を管理して施工し所望の出来形の固化体を形成し、地
盤改良を行なう。また、計測データはフロッピーディス
クなどの記録装置に保管し、必要に応じ、図4に示すご
とく三次元表示、あるいは平面表示をする。
The measured data is displayed on a computer in real time, and the arrival point of the improved liquid jet is displayed in a three-dimensional display, a plane position display, a depth for each installed optical fiber, and the like. This information is fed back to the construction process to manage and construct the process, form a solid body of a desired shape, and improve the ground. The measurement data is stored in a recording device such as a floppy disk, and is displayed in a three-dimensional display or a planar display as shown in FIG.

【0016】図4は噴射管1を中心に直交する4放射方
向4地点A,B,C,D位置、およびA方向等間隔のA
−1,A−2,A−3,A−4位置に光ファイバーを設
置し、改良液の到達を検出し、その結果を深さレベル
a,b,c,d,e,fで三次元表示し、固化体の出来
形を判定する説明図である。
FIG. 4 shows four points A, B, C, and D in four radial directions orthogonal to the injection pipe 1 and A at equal intervals in the A direction.
Optical fibers are installed at -1, A-2, A-3, and A-4 positions to detect the arrival of the improvement liquid, and the results are displayed three-dimensionally at depth levels a, b, c, d, e, and f. FIG. 4 is an explanatory diagram for determining the shape of a solidified body.

【0017】[0017]

【作用および発明の効果】この地盤改良工事の工程管理
方法は予め設置してある光ファイバーが改良液ジェッ
トにより切断されたのを検知して改良液の到達を検知す
るので平面位置をチェックポイントごとに確実に把握で
きる。切断された光ファイバーの長さから深さ位置も
正確に把握できる。施工中リアルタイムに改良液の到
達位置を三次元で表示でき、固化体の出来形を判定でき
る。リアルタイムで得られる改良液到達位置、三次元
出来形等の情報を施工工程にフィードバックし、噴射管
の移動速度の調整等を行ない工程管理をして、所望の固
化体を形成し、欠陥のない地盤改良を能率よく施工でき
る。
According to the process control method of the ground improvement work, the pre-installed optical fiber is detected to be cut by the improvement liquid jet and the arrival of the improvement liquid is detected. Can be grasped reliably. The depth position can be accurately determined from the length of the cut optical fiber. During the construction, the arrival position of the improved liquid can be displayed in three dimensions in real time, and the shape of the solidified body can be determined. Information on the improved liquid arrival position, three-dimensional shape, etc. obtained in real time is fed back to the construction process, the moving speed of the injection pipe is adjusted, etc., the process is controlled, and the desired solidified body is formed without defects. Ground improvement can be performed efficiently.

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

【図1】この発明になる地盤改良工事の工程管理方法の
一部断面で示す説明図である。
FIG. 1 is an explanatory view showing a partial cross section of a method for managing a process of ground improvement work according to the present invention.

【図2】(a) 光ファイバー設置位置を示す平面図、(b)
は縦断面図である。
FIG. 2A is a plan view showing an installation position of an optical fiber, and FIG.
Is a longitudinal sectional view.

【図3】(b) 切断前の光ファイバーの反射光パルス受光
までの時間t0 、(b) 切断後の光ファイバーの反射光パ
ルス受光までの時間t1 を示す時間−光量比のグラフで
ある。
FIG. 3 is a time-light ratio graph showing (b) a time t 0 until a reflected light pulse is received by the optical fiber before cutting, and (b) a time t 1 until a reflected light pulse is received by the optical fiber after cutting.

【図4】(a) 固化体の出来形を立体的に表示するための
光ファイバー設置位置および深さの説明図である。
FIG. 4 (a) is an explanatory diagram of an installation position and a depth of an optical fiber for three-dimensionally displaying the shape of a solidified body.

【図5】ジェット噴流を利用した地盤改良工事の一部断
面で示す説明図である。
FIG. 5 is an explanatory diagram showing a partial cross section of a ground improvement work using a jet jet.

【図6】従来の地盤改良工事の工程管理の方法の説明図
である。
FIG. 6 is an explanatory diagram of a conventional method for managing a process of ground improvement work.

【符号の説明】[Explanation of symbols]

1…噴射管、2…改良液ジェット、3…固化体、4…ロ
ッド、5…加速度計、6…光ファイバー、7…光切替
器、8…障害点探査器、9…パーソナルコンピュータ。
DESCRIPTION OF SYMBOLS 1 ... Injection pipe, 2 ... Improved liquid jet, 3 ... Solidified body, 4 ... Rod, 5 ... Accelerometer, 6 ... Optical fiber, 7 ... Optical switch, 8 ... Obstacle point detector, 9 ... Personal computer.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 三浦 正之 東京都調布市飛田給2丁目19番1号 鹿 島建設株式会社技術研究所内 (72)発明者 平井 淳一 東京都調布市飛田給2丁目19番1号 鹿 島建設株式会社技術研究所内 (56)参考文献 特開 昭57−213(JP,A) 特開 昭55−9958(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02D 3/12 101 E02D 3/12 102 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Masayuki Miura 2-9-1-1, Tobita-Shi, Chofu-shi, Tokyo Kashima Construction Co., Ltd. (72) Inventor Junichi Hirai 2-191-1, Tobita-Shi, Chofu-shi, Tokyo No. Kashima Construction Co., Ltd. (56) References JP-A-57-213 (JP, A) JP-A-55-9958 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB Name) E02D 3/12 101 E02D 3/12 102

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 固化材を含む改良液ジェットを地中に噴
射して周囲の土砂を削り取り、混合して地中に固化体を
形成する地盤改良工事において、改良液ジェット噴射管
周囲の地盤内に垂直に光ファイバーを立込み、光ファイ
バーの上端から光を照射し先端面からの反射光を受光
し、照射から受光までの時間から改良液ジェット噴流に
よって切断された光ファイバー先端位置を求め、改良液
ジェット到達位置を検出することを特徴とするジェット
噴流を利用した地盤改良工事の工程管理方法。
An improved liquid jet containing a solidifying material is sprayed into the ground to remove surrounding soil and mix to form a solidified body in the ground. A vertical optical fiber is erected, and light is radiated from the upper end of the optical fiber to receive the reflected light from the distal end surface. A process control method for ground improvement work using a jet jet, characterized by detecting an arrival position.
JP4132492A 1992-02-27 1992-02-27 Process control method of ground improvement work using jet jet Expired - Lifetime JP2871264B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4132492A JP2871264B2 (en) 1992-02-27 1992-02-27 Process control method of ground improvement work using jet jet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4132492A JP2871264B2 (en) 1992-02-27 1992-02-27 Process control method of ground improvement work using jet jet

Publications (2)

Publication Number Publication Date
JPH05239825A JPH05239825A (en) 1993-09-17
JP2871264B2 true JP2871264B2 (en) 1999-03-17

Family

ID=12605347

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4132492A Expired - Lifetime JP2871264B2 (en) 1992-02-27 1992-02-27 Process control method of ground improvement work using jet jet

Country Status (1)

Country Link
JP (1) JP2871264B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020023969A (en) * 2002-01-02 2002-03-29 이정우 The effective diameter confirming method of Jet Grouting Method and its confirming pipe
JP2011226250A (en) * 2010-04-01 2011-11-10 Maeda Corp Quality control method for soil improvement body, measuring method and measuring rod
JP6785587B2 (en) * 2016-06-27 2020-11-18 株式会社鴻池組 Consolidation material filling status detection method and consolidation material filling status detection system

Also Published As

Publication number Publication date
JPH05239825A (en) 1993-09-17

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