JPH045305A - Load test device in caisson sinking method - Google Patents

Load test device in caisson sinking method

Info

Publication number
JPH045305A
JPH045305A JP10531490A JP10531490A JPH045305A JP H045305 A JPH045305 A JP H045305A JP 10531490 A JP10531490 A JP 10531490A JP 10531490 A JP10531490 A JP 10531490A JP H045305 A JPH045305 A JP H045305A
Authority
JP
Japan
Prior art keywords
caisson
excavator
test device
loading
load test
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.)
Pending
Application number
JP10531490A
Other languages
Japanese (ja)
Inventor
Yasuhiro Kishi
喜志 恭博
Masaaki Sakate
坂手 正明
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP10531490A priority Critical patent/JPH045305A/en
Publication of JPH045305A publication Critical patent/JPH045305A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

PURPOSE:To perform an unmanned load test in a present position by suspending an excavator, in which a load test device is build, in a work room under a caisson. CONSTITUTION:An excavator 4 is moved integrally with a load test device transversely to a predetermined position along a rail 5. Next, a loading plate 6 is pressed to a test objective ground base while taking reaction force to the slab 2 of a caisson 1 by extending a testing cylinder 7. Then, the perpendicular displacement of the loading plate 6 is measured by linear displacement meter 8 while measuring a change of supporting force of the ground base as a change of oil pressure in the cylinder 7. Further a measured data is transmitted to a receiver 15 in a work room 3 from a transmitter 13 received thereafter and transmitted to a computer 18 to be processed.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明はケーソンの沈設技術に関し、詳細にはケーソン
荷重および沈下抵抗荷重を把握しながら沈設するケーソ
ンの沈設管理工法における載荷試験装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a caisson sinking technique, and more particularly to a loading test device for a caisson sinking management method in which the caisson is sunk while grasping the caisson load and the sinking resistance load.

〈従来の技術〉 ケーソンの沈設に際し、正確なケーソン荷重および沈下
抵抗荷重を把握することが重要である。
<Prior Art> When sinking a caisson, it is important to accurately determine the caisson load and sinking resistance load.

一般にケーソンの側面や刃口部に計器を取り付け、摩擦
抵抗や地盤の支持力などを計測している。
Generally, instruments are attached to the side of the caisson or to the cutting edge of the caisson to measure frictional resistance and the supporting capacity of the ground.

〈本発明が解決しようとする問題点〉 前記した従来のケーソンの沈設技術にはつぎのような問
題点がある。
<Problems to be Solved by the Present Invention> The conventional caisson sinking technique described above has the following problems.

〈イ〉 ケーソンの急激な沈下により計器が破損し易く
、また計測値にバラツキが生じてデータの信頼性が低い
<B> Rapid subsidence of the caisson tends to damage instruments, and measurement values vary, making data unreliable.

そのため、ケーソンの最終沈下深度まで継続して正確な
測定値を得ることが困難である。
Therefore, it is difficult to continuously obtain accurate measurements up to the final sinking depth of the caisson.

〈口〉 信頼性の高いデータを得るには、直接ケーソン
内の現位置で載荷試験を行う方法が考えられる。
<Exposure> In order to obtain highly reliable data, it is possible to conduct a loading test directly at the current location inside the caisson.

しかし、従来の載荷試験方法では圧気環境下に技術者が
大面しての試験となるため、作業時間に制約を受けたり
圧気障害の問題がある。
However, conventional loading testing methods require engineers to perform tests in a pressurized environment, resulting in limitations on work time and problems with pressure problems.

〈本発明の目的〉 本発明は以上の問題点を解決するために成されたもので
、その目的とするところは現位置での載荷試験を無人で
行えるケーソン工法における載荷試験装置を提供するこ
とにある。
<Object of the present invention> The present invention was made in order to solve the above problems, and its purpose is to provide a loading test device for the caisson construction method that allows unmanned loading tests at the current location. It is in.

〈問題点を解決するための手段〉 即ち本発明はケーソン下部の作業室内に懸下式の掘削機
を有し、前記掘削機で掘削しながら沈設するケーソンの
沈設工法において、前記掘削機に載荷試験装置を内蔵し
たことを特徴とする。
<Means for solving the problem> That is, the present invention has a hanging type excavator in the working chamber of the lower part of the caisson, and in a caisson sinking method in which the caisson is sunk while being excavated by the excavator, a load is placed on the excavator. It is characterized by a built-in testing device.

〈本発明の説明〉 以下、図面を参照しながら本発明について説明する。<Description of the present invention> The present invention will be described below with reference to the drawings.

〈イ〉ケーソンの構成 第1図にケーソン1の刃口部を示す。<A> Caisson configuration Figure 1 shows the cutting edge of the caisson 1.

2はケーソン1の内空を区画するスラブで、下方に作業
室3を形成している。
A slab 2 partitions the inner space of the caisson 1, and forms a working chamber 3 below.

4は公知の掘削機で、遠隔操作により作業室3内の全域
を掘削できるようにスラブ2下面のレール5に走行自在
に懸下されている。
Reference numeral 4 denotes a known excavator, which is movably suspended from a rail 5 on the lower surface of the slab 2 so as to be able to excavate the entire area inside the work chamber 3 by remote control.

以上の構成は従来と同様の構成である。The above configuration is the same as the conventional configuration.

本発明では、載荷試験装置を掘削機4に内蔵し、作業室
3内の任意の位置で載荷試験を行えるように構成した。
In the present invention, a loading test device is built into the excavator 4, and a loading test can be performed at any position within the work chamber 3.

〈口〉載荷試験 載荷試験装置は載荷板6と、載荷板6を人工的に負荷す
る手段と、載荷板6の鉛直変位量や地盤の支持力変化を
計測する手段と、計測データをデータ処理するコンピュ
ータへ無線、有線で転送する転送手段とにより構成され
る。
<Explanation> Loading test The loading test device includes a loading plate 6, a means for artificially loading the loading plate 6, a means for measuring the vertical displacement of the loading plate 6 and changes in the supporting force of the ground, and data processing of the measured data. It consists of a transfer means for wirelessly or wired transfer to the computer that is to be used.

すなわち、掘削機4の中央には試験用シリンダ7が鉛直
方向に垂下されている。
That is, a test cylinder 7 is suspended vertically from the center of the excavator 4.

試験用シリンダ7の自由端(下端)が、標準寸法(厚さ
22■、直径30cmの鋼製円板)の載荷板6の中心に
ビンで連結しである。
The free end (lower end) of the test cylinder 7 was connected to the center of a loading plate 6 of standard dimensions (a steel disc with a thickness of 22 mm and a diameter of 30 cm) with a bottle.

本発明ではケーソン1のスラブ2に反力を取りなから載
荷板6に載荷する。
In the present invention, the slab 2 of the caisson 1 is loaded onto the loading plate 6 without taking the reaction force.

さらに試験用シリンダ7の下部周面には、複数組の直線
変位計8の基端が固定され、他端が載荷板6に連結され
ている。
Further, the base ends of a plurality of sets of linear displacement meters 8 are fixed to the lower peripheral surface of the test cylinder 7, and the other ends are connected to the loading plate 6.

直線変位計8はポテンションメータや差動トランスなど
を組み込み、載荷板6の鉛直方向の変位量を電気的に計
測できる公知の計器を使用できる。
As the linear displacement meter 8, a known instrument incorporating a potentiometer, a differential transformer, etc., and capable of electrically measuring the amount of displacement of the loading plate 6 in the vertical direction can be used.

尚、M線変位計8は掘削機4g4に面接固定してもよい
Incidentally, the M-line displacement meter 8 may be fixed to the excavator 4g4.

〈ハ〉計測手段 第2図に載荷試験装置の計測ブロック図を示す。<C> Measuring means Figure 2 shows a measurement block diagram of the loading test device.

試験用シリンダ7の伸縮は油圧ユニット9により制御さ
れる。
The expansion and contraction of the test cylinder 7 is controlled by a hydraulic unit 9.

試験用シリンダ7と油圧ユニット9との間を結ぶ一部の
配管10の途上には、圧油の液圧を電気的に計測する圧
力センサ11が設けられている。
A pressure sensor 11 that electrically measures the hydraulic pressure of pressure oil is provided in a part of the pipe 10 that connects the test cylinder 7 and the hydraulic unit 9.

圧力センサ11はアンプ12を介して発信器13へ配線
されている。
The pressure sensor 11 is wired to a transmitter 13 via an amplifier 12.

また、各直線変位計8もアンプ14を介して発信器12
へ配線されている。
In addition, each linear displacement meter 8 is also connected to a transmitter 12 via an amplifier 14.
It is wired to.

〈二〉転送手段 作業室3内の一部には受信器15を設置しておく。<2> Transfer means A receiver 15 is installed in a part of the work room 3.

受信器15にはデータ送信用のケーブル16が接続し、
さらにケーブル16は作業室3外のAD変換器17を経
てコンピュータ18に配線されている。
A data transmission cable 16 is connected to the receiver 15,
Further, the cable 16 is wired to a computer 18 via an AD converter 17 outside the work room 3.

試験用シリンダ7および各直線変位計8は自動計測を行
えるようコンピュータ18などに入力しであるプログラ
ムにしたがって、稼働することになる。
The test cylinder 7 and each linear displacement meter 8 are operated according to a program input into a computer 18 or the like so that automatic measurement can be performed.

尚、送・受信機13.15を利用して掘削機4の掘削制
御を行ってもよい。
Incidentally, excavation control of the excavator 4 may be performed using the transmitter/receiver 13.15.

また、計測データの転送方法は無線または有線の何れで
もよい。
Furthermore, the measurement data may be transferred either wirelessly or by wire.

〈作用〉 地盤の載荷試験を行うには、載荷試験装置と一体に掘削
機4を所定の位置まで横移動する。
<Operation> To conduct a ground loading test, the excavator 4 is moved laterally to a predetermined position together with the loading test device.

そして、試験用シリンダ7を伸長し、スラブ2に反力を
とりなから載荷板6を試験対象地盤に押し付け、地盤の
支持力変化を試験用シリンダ7の圧油の圧力変化として
計測し、また載荷板6の鉛直変位量を直線変位計8によ
り電気的に計測する。
Then, the test cylinder 7 is extended, the loading plate 6 is pressed against the test ground while applying a reaction force to the slab 2, and the change in the supporting force of the ground is measured as the pressure change of the pressure oil in the test cylinder 7. The amount of vertical displacement of the loading plate 6 is electrically measured by a linear displacement meter 8.

計測データは発信器13から発信され、発信されたデー
タは作業室3内の受信機15で受信された後、コンピュ
ータ18へ送信されて所定のデータ処理が行われる。
Measurement data is transmitted from the transmitter 13, and after being received by the receiver 15 in the work room 3, it is transmitted to the computer 18 and predetermined data processing is performed.

〈本発明の効果〉 本発明は以上説明したようになるから次の効果が得られ
る。
<Effects of the Present Invention> Since the present invention is as described above, the following effects can be obtained.

〈イ〉 載荷試験を自動制御により行える。<A> Loading tests can be performed under automatic control.

そのため、載荷試験を無人で自動的に行える。Therefore, loading tests can be performed automatically and unattended.

〈口〉 載荷試験装置を掘削機に内蔵した。<Mouth> A loading test device was built into the excavator.

したがって、作業室内の広範囲に亘って載荷試験を行え
る。
Therefore, the loading test can be carried out over a wide area within the work room.

〈ハ〉 試験用シリンダと直線変位計を一体とするので
、構造の簡略化が図れる。
<C> Since the test cylinder and linear displacement meter are integrated, the structure can be simplified.

〈二〉 ニューマチックケーソンやオーブンケーソンな
ど多くのケーソン工法に適用できる。
<2> Applicable to many caisson construction methods such as pneumatic caisson and oven caisson.

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

第1図二ケーソン下部の断面図 第2図二載荷試験装置の説明図 Fig. 1 Cross-sectional view of the lower part of the second caisson Figure 2 Explanatory diagram of the loading test device

Claims (2)

【特許請求の範囲】[Claims] (1)ケーソン下部の作業室内に懸下式の掘削機を有し
、前記掘削機で掘削しながら沈設するケーソンの沈設工
法において、 前記掘削機に載荷試験装置を内蔵したこと を特徴とする、 ケーソンの沈設工法における載荷試験装置。
(1) A method for sinking a caisson, in which a hanging type excavator is installed in the working chamber of the lower part of the caisson, and the caisson is sunk while being excavated by the excavator, characterized in that the excavator has a built-in loading test device. Loading test equipment for caisson submersion method.
(2)請求項(1)の載荷試験装置において、掘削装置
の一部に試験用シリンダを垂下 し、 試験用シリンダの自由端に載荷板を昇降自 在に固定し、 掘削機と載荷板との縦方向の間に直線変位 計を伸縮自在に取り付け、 試験用シリンダおよび直線変位計による計 測操作を自動制御可能に構成したことを特徴とする、 ケーソンの沈設工法における載荷試験装置。
(2) In the loading test device of claim (1), a test cylinder is suspended from a part of the excavation rig, a loading plate is fixed to the free end of the test cylinder so as to be movable up and down, and the excavator and the loading plate are connected. A loading test device for the caisson submersion method, characterized in that a linear displacement meter is telescopically installed between the test cylinders and the linear displacement meter in a longitudinal direction, and the measurement operation by the test cylinder and the linear displacement meter can be automatically controlled.
JP10531490A 1990-04-23 1990-04-23 Load test device in caisson sinking method Pending JPH045305A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10531490A JPH045305A (en) 1990-04-23 1990-04-23 Load test device in caisson sinking method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10531490A JPH045305A (en) 1990-04-23 1990-04-23 Load test device in caisson sinking method

Publications (1)

Publication Number Publication Date
JPH045305A true JPH045305A (en) 1992-01-09

Family

ID=14404246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10531490A Pending JPH045305A (en) 1990-04-23 1990-04-23 Load test device in caisson sinking method

Country Status (1)

Country Link
JP (1) JPH045305A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09133620A (en) * 1995-11-09 1997-05-20 Daiho Constr Co Ltd Method and system for soil load test
JP2013076220A (en) * 2011-09-29 2013-04-25 Taisei Corp Soil testing device, soil testing method, and compaction density management method
JP2014047523A (en) * 2012-08-31 2014-03-17 Kajima Corp Immersion method for underground structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09133620A (en) * 1995-11-09 1997-05-20 Daiho Constr Co Ltd Method and system for soil load test
JP2013076220A (en) * 2011-09-29 2013-04-25 Taisei Corp Soil testing device, soil testing method, and compaction density management method
JP2014047523A (en) * 2012-08-31 2014-03-17 Kajima Corp Immersion method for underground structure

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