JP2001337014A - Large-sized rock bed testing apparatus - Google Patents

Large-sized rock bed testing apparatus

Info

Publication number
JP2001337014A
JP2001337014A JP2000160641A JP2000160641A JP2001337014A JP 2001337014 A JP2001337014 A JP 2001337014A JP 2000160641 A JP2000160641 A JP 2000160641A JP 2000160641 A JP2000160641 A JP 2000160641A JP 2001337014 A JP2001337014 A JP 2001337014A
Authority
JP
Japan
Prior art keywords
horizontal
frame
actuator
columns
vertical
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
JP2000160641A
Other languages
Japanese (ja)
Other versions
JP3767324B2 (en
Inventor
Kunioki Hirama
邦興 平間
Makoto Maruyama
誠 丸山
Kenichiro Suzuki
健一郎 鈴木
Hideo Kinashi
秀雄 木梨
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP2000160641A priority Critical patent/JP3767324B2/en
Publication of JP2001337014A publication Critical patent/JP2001337014A/en
Application granted granted Critical
Publication of JP3767324B2 publication Critical patent/JP3767324B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a large-sized rock bed testing apparatus small-sized as compared with the size of a test object but constituted so as to be capable of holding a loading axis accurately. SOLUTION: The large-sized rock bed testing apparatus is equipped with four columns 1 vertically provided on a floor, a lower vertical frame 2 as the counterforce receiving stand arranged on the lower part within the columns 1, the upper vertical frame 3 fixed and arranged on the upper part within the columns 1, a vertical actuator 7 for grasping and pressing the test object S along with the lower vertical frame 2, a square annular horizontal frame 6 surrounding the columns 1 from the outside to be suspended through a plurality of suspending actuators 10 so as to be movable in horizontal and vertical directions, a pair of the horizontal actuator and a spacer 9 respectively provided on two opposed sides of the horozontal frame 6 in a protruded state to grasp and press both side surfaces of the test object S and the slide bearing 16 interposed between the horizontal actuator 8/spacer 9 and the horizontal frame 6 to make both of them movable relatively.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、例えば大型岩盤を
試験するための新規な装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a novel apparatus for testing large rocks, for example.

【0002】[0002]

【従来の技術】岩盤試験装置では、採取された岩盤試験
体やモデル岩盤模型に水平二方向及び鉛直方向の三方向
荷重を掛けることで三方向主応力制御試験や、加圧下に
おける透水試験を実施する装置である。三方向(三主応
力)載荷試験装置の場合、従来、試験体が受ける荷重を
支えるための反力となる載荷フレームを固定式としてお
り、鉛直方向では直接コンクリート床面より反力を取
り、水平方向においては鉛直壁面で反力を取っている。
この構造では、主に小型の岩盤試験体や、モデル岩盤模
型に使用されている。
2. Description of the Related Art In a rock test apparatus, a three-way principal stress control test and a water permeation test under pressure are performed by applying a horizontal two-way and a vertical three-way load to a sampled rock test specimen or a model rock model. It is a device to do. In the case of a three-direction (three principal stress) load testing device, the loading frame that serves as a reaction force to support the load received by the test specimen is fixed, and in the vertical direction, the reaction force is taken directly from the concrete floor surface, In the direction, the reaction force is taken on the vertical wall surface.
This structure is mainly used for small rock specimens and model rock models.

【0003】[0003]

【発明が解決しようとする課題】ところが、より現実的
な状況に近づけるために、大型の岩盤試験体を対象とし
た試験を実施しようとする場合には、反力装置として、
大重量の十分に堅固な基礎が要求され、極めて大型の鉛
直・水平フレームが必要となり、前記のごとき構造の試
験装置にあっては、試験体の大きさの割には装置が大型
化し、空間スペースを大きく占有するという欠点があっ
た。
However, in order to carry out a test for a large rock test specimen in order to approach a more realistic situation, a reaction force device is used.
A heavy and sufficiently solid foundation is required, and a very large vertical / horizontal frame is required. There is a disadvantage that it occupies a large space.

【0004】本発明は、以上の課題を解決するものであ
り、その目的は、試験体の大きさの割には小型であっ
て、精度良く載荷軸心を保つことが出来るようにした大
形岩盤試験装置を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and an object thereof is to provide a large-sized test piece which is small in size for the size of a test piece and which can maintain a loading axis with high accuracy. A rock test apparatus is provided.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するた
め、本発明は、床上に立設された複数のコラムと、該コ
ラム内の下方に配置された反力受け台としての下部鉛直
フレームと、前記コラムの上部に固定配置された上部鉛
直フレームと、該上部鉛直フレームの下端にあって前記
下部鉛直フレームとの間で試験体を加圧する鉛直アクチ
ュエータと、前記コラムの上部から吊下げ支持された水
平閉鎖断面を有する水平フレームと、該水平フレームか
ら前記試験体に向けて相互に直交するように突出され前
記試験体の側面を加圧する水平アクチュエータとを備え
てなることを特徴とする。従って、本発明では、環状の
水平フレームによって水平方向の荷重及びその反力を支
持するため、装置そのものを小型化することができる。
In order to achieve the above object, the present invention relates to a plurality of columns erected on a floor, and a lower vertical frame as a reaction force receiving base disposed below the columns. An upper vertical frame fixedly arranged at the upper part of the column, a vertical actuator at the lower end of the upper vertical frame and pressurizing the test body between the lower vertical frame, and a suspended vertical support from the upper part of the column. A horizontal frame having a horizontal closed cross section, and a horizontal actuator protruding from the horizontal frame toward the test specimen so as to be orthogonal to each other and pressing a side surface of the test specimen. Therefore, in the present invention, the load in the horizontal direction and its reaction force are supported by the annular horizontal frame, so that the size of the device itself can be reduced.

【0006】本発明においては、前記水平フレームは、
前記コラムの上部から複数の吊り用アクチュエータを介
して水平及び鉛直方向移動可能に吊り下げ支持されてい
ることが好ましい。従って、本発明では、試験体に対す
る鉛直方向載荷軸心を保持できる。
In the present invention, the horizontal frame is:
It is preferable that the column is suspended from the upper part of the column via a plurality of suspension actuators so as to be movable horizontally and vertically. Therefore, in the present invention, it is possible to maintain the vertical loading axis for the test body.

【0007】また、本発明においては、前記水平アクチ
ュエータは、前記水平フレームに対してその延長方向に
これを移動可能とするスライドベアリングを介して該水
平フレームに取り付けられることが好ましい。従って、
本発明では、スライドベアリングにより水平フレームの
水平方向の動きに対し、水平アクチュエータが相対的に
ずれることで、試験体の水平方向載荷軸心を保持でき
る。
Further, in the present invention, it is preferable that the horizontal actuator is attached to the horizontal frame via a slide bearing which enables the horizontal actuator to move in the direction of extension of the horizontal frame. Therefore,
According to the present invention, the horizontal actuator is relatively shifted by the slide bearing with respect to the horizontal movement of the horizontal frame, so that the horizontal loading axis of the test body can be held.

【0008】[0008]

【発明の実施の形態】以下、本発明の好ましい実施の形
態につき、添付図面を参照して詳細に説明する。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0009】図1は、本発明に係る岩盤試験装置の平面
図、図2は図1のA−A線における断面説明図である。
同図において、試験装置は、床上に立設された例えば4
本の角柱状コラム1と、各コラム1で囲われた内側にあ
って、下方の床面上に設置された反力受けとしての下部
鉛直フレーム2と、各コラム1の内側上部に固定配置さ
れた上部鉛直フレーム3と、各コラム1の角部外周に突
出する4つのアウトリガー4と、各アウトリガー4に垂
設された4つの吊下具5と、各吊下具5に連結さられた
剛体からなる略四角環状の水平フレーム6とを備え、水
平フレーム6は各コラム1を包囲した状態に吊下げ配置
されている。各コラム1の上下は、上下鉛直フレーム
3,2で連結されていることが好ましいが、別体となっ
ていてもよい。
FIG. 1 is a plan view of a rock test apparatus according to the present invention, and FIG. 2 is an explanatory sectional view taken along line AA of FIG.
In the figure, the test device is, for example, 4
A rectangular column 1 of books, a lower vertical frame 2 as a reaction force receiver installed on the lower floor surface, which is located on the inner side surrounded by each column 1, and fixedly disposed on the upper inside of each column 1 Upper vertical frame 3, four outriggers 4 protruding from the outer periphery of the corner of each column 1, four suspenders 5 suspended from each outrigger 4, and a rigid body connected to each suspender 5 And a horizontal frame 6 having a substantially rectangular annular shape formed of the following. The horizontal frame 6 is suspended and arranged so as to surround each column 1. The upper and lower sides of each column 1 are preferably connected by upper and lower vertical frames 3 and 2, but may be separate bodies.

【0010】上部鉛直フレーム3の下部先端には、鉛直
アクチュエータ7が一体化され、下部鉛直フレーム2と
の間に試験体Sを支持している。また、水平フレーム6
の内側には対向する二辺、すなわち、X,Y方向にそれ
ぞれ水平アクチュエータ8及び反力受けとしてのスペー
サ9からなる対が試験体Sを支持した状態で対向配置さ
れている。
At the lower end of the upper vertical frame 3, a vertical actuator 7 is integrated, and supports the specimen S between the vertical actuator 7 and the lower vertical frame 2. The horizontal frame 6
On the inside, a pair consisting of a horizontal actuator 8 and a spacer 9 as a reaction force receiving member is arranged facing each other in a state in which the specimen S is supported in two sides facing each other, that is, in the X and Y directions.

【0011】前記各吊下具5は、アウトリガー4及び水
平フレーム6にピン5aを介して揺動可能に支持され、
その中間部に吊り用アクチュエータ10を備えたもの
で、アクチュエータ10は、水平フレーム6を一定の高
さに吊下するとともに、鉛直軸方向の変位に追随して伸
縮し、水平フレーム6を常時試験体Sの載荷軸心位置に
保持するものである。
Each of the hanging members 5 is swingably supported by the outrigger 4 and the horizontal frame 6 via a pin 5a.
The suspension 10 is provided at a middle portion thereof. The actuator 10 hangs the horizontal frame 6 at a certain height, expands and contracts in accordance with the displacement in the vertical axis direction, and constantly tests the horizontal frame 6. The body S is held at the loading axis position.

【0012】各アクチュエータ7,8,10はいずれも
油圧シリンダからなるもので、電気−油圧制御系よりサ
ーボバルブSVを介して油圧が加えられ、その圧力に応
じて試験体Sに鉛直及びX,Y水平方向の載荷荷重が加
えられる。
Each of the actuators 7, 8, and 10 is composed of a hydraulic cylinder, and a hydraulic pressure is applied from an electro-hydraulic control system via a servo valve SV, and the vertical and X, X, A load in the Y horizontal direction is applied.

【0013】これに対し、各アクチュエータ7,8,1
0のプランジャ先端にはロードセルなどの荷重計11が
配置され、また、各プランジャには、変位センサ12が
配置され、それぞれの圧縮または引張り荷重、及びプラ
ンジャの突出量に応じた変位量が計測系へと出力され、
各部の載荷荷重に応じたX,Y,Z方向の計測値が読み
取られる。
On the other hand, each of the actuators 7, 8, 1
A load cell 11 such as a load cell is disposed at the end of the plunger 0, and a displacement sensor 12 is disposed at each plunger, and a displacement amount corresponding to each compression or tensile load and the amount of protrusion of the plunger is measured. Is output to
The measured values in the X, Y, and Z directions according to the load of each part are read.

【0014】吊り用アクチュエータ8は、これら計測値
に基づき常時水平フレーム6の高さ位置を試験体Sの鉛
直方向載荷中心軸に一定に保持すべく前記電気−油圧制
御系により駆動制御される。
The suspension actuator 8 is driven and controlled by the electro-hydraulic control system based on these measured values so that the height position of the horizontal frame 6 is always kept constant at the vertical center axis of the specimen S.

【0015】また、試験体Sと鉛直、水平アクチュエー
タ3,8の先端との間、並びに、試験体Sとスペーサ9
先端との間にはオイルフィルム(図示しない)及び球座
14が介在され、試験体Sに加わる側面載荷荷重の均等
化並びに摩擦低減を図っている。
Further, the distance between the specimen S and the vertical, the tip of the horizontal actuator 3, 8 and between the specimen S and the spacer 9
An oil film (not shown) and a ball seat 14 are interposed between the tip and the tip to make uniform the side load applied to the specimen S and reduce the friction.

【0016】以上に加えて、水平アクチュエータ8と水
平フレーム6との間、及びスペーサ9と水平フレーム6
との間には、スライドベアリング16が介在されてい
る。スライドベアリング16は、水平フレーム6の内側
ほぼ中央部に設けられ、水平フレーム6に対してその延
長方向に移動可能となっており、x,y方向で荷重変位
量が異なった場合に、水平フレーム6は吊下具5のピン
5aを介してその変位差に応じた方向に平行移動する
が、移動時にスライドベアリング16によりアクチュエ
ータ8及びスペーサ9が水平フレーム6との間で相対的
なすべりを生じ、試験体Sに対する水平方向載荷軸心を
保持する機能を有している。
In addition to the above, between the horizontal actuator 8 and the horizontal frame 6 and between the spacer 9 and the horizontal frame 6
, A slide bearing 16 is interposed. The slide bearing 16 is provided substantially at the center of the inside of the horizontal frame 6 and is movable in the extension direction with respect to the horizontal frame 6. 6 moves in parallel in the direction corresponding to the displacement difference via the pin 5a of the suspension tool 5, but at the time of movement, the slide bearing 16 causes the actuator 8 and the spacer 9 to relatively slide with the horizontal frame 6. , And has a function of holding a horizontal loading axis with respect to the specimen S.

【0017】従って、以上の構成の岩盤試験装置にあっ
ては、水平フレーム6は吊り用アクチュエータ10によ
り常時試験体Sに対する鉛直方向載荷軸心位置に対応す
る高さに保持されるとともに、水平X,Y方向の変位に
対しては水平アクチュエータ8及びスペーサ9がスライ
ドベアリング16を介して相対移動することによって、
試験体Sに対する水平方向載荷軸心位置に保持するた
め、これらのずれによる計測誤差がなく、正確な計測値
を得ることが出来る。
Therefore, in the rock test apparatus having the above configuration, the horizontal frame 6 is always held at the height corresponding to the vertical loading axis position with respect to the test sample S by the suspension actuator 10, and the horizontal X , Y direction, the horizontal actuator 8 and the spacer 9 move relative to each other via the slide bearing 16.
Since it is held at the horizontal loading axis position relative to the test sample S, there is no measurement error due to these deviations, and accurate measurement values can be obtained.

【0018】なお、上記実施の形態では、本発明に係る
水平フレームとして略四角環状のものを例示したが、六
角環状、円環状等の水平閉鎖断面であればこれに限定さ
れるものではない。
In the above-mentioned embodiment, the horizontal frame according to the present invention has a substantially rectangular ring shape, but the horizontal frame is not limited to a horizontal closed cross section such as a hexagonal ring or a ring.

【0019】[0019]

【発明の効果】以上の説明により明らかなように、本発
明による大型岩盤試験装置にあっては、水平フレームに
よって水平二方向の反力を取っているため、試験体の大
きさの割には小型にでき、また、吊りアクチュエータと
スライドベアリングを備えることにより、試験体に対し
て精度良く載荷軸心を保つことが出来る。
As is clear from the above description, in the large rock test apparatus according to the present invention, since the horizontal frame takes a reaction force in two horizontal directions, the size of the test specimen is large. By being small in size and having a suspension actuator and a slide bearing, it is possible to accurately maintain the loading axis with respect to the test piece.

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

【図1】本発明に係る大型岩盤試験装置の平面図であ
る。
FIG. 1 is a plan view of a large rock test apparatus according to the present invention.

【図2】図1のA−A断面における説明図である。FIG. 2 is an explanatory view taken along the line AA of FIG. 1;

【符号の説明】[Explanation of symbols]

1 コラム 2 下部鉛直フレーム 3 上部鉛直フレーム 5 吊下具 6 水平フレーム 7 鉛直アクチュエータ 8 水平アクチュエータ 9 スペーサ 10 吊り用アクチュエータ 16 スライドベアリング DESCRIPTION OF SYMBOLS 1 Column 2 Lower vertical frame 3 Upper vertical frame 5 Suspension tool 6 Horizontal frame 7 Vertical actuator 8 Horizontal actuator 9 Spacer 10 Suspension actuator 16 Slide bearing

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 健一郎 東京都清瀬市下清戸4丁目640番地 株式 会社大林組技術研究所内 (72)発明者 木梨 秀雄 東京都港区港南2丁目15番2号 株式会社 大林組東京本社内 Fターム(参考) 2G061 AA02 AB01 CA06 CB03 DA01 DA08 EA01 EA02 EB05  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kenichiro Suzuki 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Technical Research Institute Co., Ltd. (72) Inventor Hideo Kinashi 2-152-2 Konan, Minato-ku, Tokyo Obayashi Corporation Tokyo head office F term (reference) 2G061 AA02 AB01 CA06 CB03 DA01 DA08 EA01 EA02 EB05

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 床上に立設された複数のコラムと、該コ
ラム内の下方に配置された反力受け台としての下部鉛直
フレームと、前記コラムの上部に固定配置された上部鉛
直フレームと、該上部鉛直フレームの下端にあって前記
下部鉛直フレームとの間で試験体を加圧する鉛直アクチ
ュエータと、前記コラムの上部から吊下げ支持された水
平閉鎖断面を有する水平フレームと、該水平フレームか
ら前記試験体に向けて相互に直交するように突出され前
記試験体の側面を加圧する水平アクチュエータとを備え
てなることを特徴とする大型岩盤試験装置。
1. A plurality of columns erected on the floor, a lower vertical frame as a reaction force pedestal disposed below the columns, an upper vertical frame fixedly disposed on the upper portion of the columns, A vertical actuator at the lower end of the upper vertical frame and pressurizing the test specimen between the lower vertical frame, a horizontal frame having a horizontal closed cross section suspended and supported from above the column, A large rock test apparatus, comprising: a horizontal actuator protruding toward a test body so as to be orthogonal to each other and pressing a side surface of the test body.
【請求項2】 前記水平フレームは、前記コラムの上部
から複数の吊り用アクチュエータを介して水平及び鉛直
方向移動可能に吊り下げ支持されていることを特徴とす
る請求項1に記載の大型岩盤試験装置。
2. The large rock mass test according to claim 1, wherein the horizontal frame is suspended from the upper part of the column via a plurality of suspension actuators so as to be movable in a horizontal and vertical direction. apparatus.
【請求項3】 前記水平アクチュエータは、前記水平フ
レームに対してその延長方向にこれを移動可能とするス
ライドベアリングを介して該水平フレームに取り付けら
れることを特徴とする請求項1又は2に記載の大型岩盤
試験装置。
3. The horizontal actuator according to claim 1, wherein the horizontal actuator is attached to the horizontal frame via a slide bearing that allows the horizontal actuator to move in the direction of extension of the horizontal frame. Large rock test equipment.
JP2000160641A 2000-05-30 2000-05-30 Large bedrock testing equipment Expired - Fee Related JP3767324B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000160641A JP3767324B2 (en) 2000-05-30 2000-05-30 Large bedrock testing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000160641A JP3767324B2 (en) 2000-05-30 2000-05-30 Large bedrock testing equipment

Publications (2)

Publication Number Publication Date
JP2001337014A true JP2001337014A (en) 2001-12-07
JP3767324B2 JP3767324B2 (en) 2006-04-19

Family

ID=18664804

Family Applications (1)

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Country Status (1)

Country Link
JP (1) JP3767324B2 (en)

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CN102262003A (en) * 2011-04-25 2011-11-30 中国人民解放军总参谋部工程兵科研三所 Geotechnical engineering anti-explosion structural model testing device
JP2013507310A (en) * 2009-10-09 2013-03-04 フォトフェアブントグラース マール ゲーエムベーハー Apparatus and method for manufacturing laminated safety glass
JP2015511711A (en) * 2012-03-31 2015-04-20 中国▲鉱▼▲業▼大学(北京) Simulated impact type rock experiment equipment
KR20160057002A (en) * 2014-11-12 2016-05-23 한국지질자원연구원 Apparatus for measuring strength and deformation of rock
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JP2015511711A (en) * 2012-03-31 2015-04-20 中国▲鉱▼▲業▼大学(北京) Simulated impact type rock experiment equipment
US9410874B2 (en) 2012-03-31 2016-08-09 China University Of Mining & Technology (Beijing) Simulated impact-type rock burst experiment apparatus
KR20160057002A (en) * 2014-11-12 2016-05-23 한국지질자원연구원 Apparatus for measuring strength and deformation of rock
KR101715110B1 (en) * 2014-11-12 2017-03-14 한국지질자원연구원 Apparatus for measuring strength and deformation of rock
CN106769404A (en) * 2016-12-13 2017-05-31 华北科技学院 A kind of Geotechnical Engineering multifunction test system
CN106482942A (en) * 2016-12-19 2017-03-08 东北石油大学 A kind of achievable assay device laterally and longitudinally loading
CN114878279A (en) * 2022-06-01 2022-08-09 成都理工大学 Rock sample manufacturing device and manufacturing method thereof
CN114878279B (en) * 2022-06-01 2023-05-30 成都理工大学 Rock sample manufacturing device and manufacturing method thereof

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