JPH01244365A - Centrifugal soil testing apparatus - Google Patents

Centrifugal soil testing apparatus

Info

Publication number
JPH01244365A
JPH01244365A JP7096088A JP7096088A JPH01244365A JP H01244365 A JPH01244365 A JP H01244365A JP 7096088 A JP7096088 A JP 7096088A JP 7096088 A JP7096088 A JP 7096088A JP H01244365 A JPH01244365 A JP H01244365A
Authority
JP
Japan
Prior art keywords
bucket
arm
test
centrifugal force
drive shaft
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
JP7096088A
Other languages
Japanese (ja)
Inventor
Kozo Tagaya
多賀谷 宏三
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP7096088A priority Critical patent/JPH01244365A/en
Publication of JPH01244365A publication Critical patent/JPH01244365A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To fix an arm and a bucket as a unitary body during the test and to prevent a minute movement, by providing a position holding device, and operating a position fixing device when the bucket receiving centrifugal force becomes horizontal with the tip of the arm. CONSTITUTION:When a test is started and centrifugal force reaches a specified amount after the start of the rotation of a driving shaft 1, a bucket 3 becomes a horizontal state as the tip of an arm and continues the rotation. When the bucket 3 reaches this state, oil pressure is applied to a pushing device 20. Then, a ram is extended, and a pushing plate 20a is strongly pushed to the side surface of the bucket. Since the reaction is supported with a supporting table 19, the bucket 3 is apparently fixed to the arm as a unitary body through an upper position holding device (comprising the pushing plate 20a, the pushing device 20 and the supporting table 19).

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は土に遠心力を作用させた状態で土質試験を行う
ことのできる遠心力式土質試験装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a centrifugal force type soil testing device that can perform soil testing while applying centrifugal force to soil.

〔従来の技術〕[Conventional technology]

土が構成材料である構造物の基礎、ダム、道路などを設
計、施工する場合、土の性質を知ることは非常に重要で
あって、そのため、化学的試験、物理的試験、強度的試
験など目的に応じて種々の試験が行われる。こ\で対象
とする遠心力式土質試験装置は土に遠心力を作用させる
ことによって、見かけ上止の重量を増加させて実物の状
態を実験室的に再現させ、各種の試験を行うようにされ
たものである。
When designing and constructing the foundations of structures, dams, roads, etc. that are made of soil, it is very important to know the properties of soil, and therefore chemical tests, physical tests, strength tests, etc. Various tests are conducted depending on the purpose. The centrifugal soil testing device that is the subject of this article is designed to apply centrifugal force to the soil, thereby increasing the apparent weight of the stop and reproducing the actual condition in the laboratory, allowing various tests to be carried out. It is what was done.

例えば上記の構造物の基礎(±)は構造物の重量及び土
の自重に見合った圧力を受けているからその状態におけ
る基礎の性質を調査したい時には試験上に加える遠心力
を任意に調贅して実物土中の圧力状態を再現し、実験室
で実施することができる。
For example, the foundation (±) of the above structure is under pressure commensurate with the weight of the structure and the weight of the soil, so if you want to investigate the properties of the foundation in that state, you can arbitrarily adjust the centrifugal force applied to the test. It can be used to reproduce the pressure conditions in real soil and can be carried out in the laboratory.

従来の遠心力式土質試験装置を第3図〜第4図に示す。A conventional centrifugal force type soil testing device is shown in FIGS. 3 and 4.

図において、1は駆動軸であって基礎9に支持された主
軸受5と回転自在に嵌合・支持されている。主軸受5に
はアーム2がその中央部で固定して取付けられ更にアー
ム2の画先端にはバケツ) 3(3’ )がヒンヂ16
を介して回動自在に取付けられている。バケット3は試
験対象となる土または構造模型などを収納する試料箱4
(4つを載置するようになっている。駆動軸1の下部に
は動力伝導装置6が設置されていてモータ7の回転を伝
導軸8を経由して駆動軸1に伝達し所要の回転を与える
ようになっている。
In the figure, reference numeral 1 denotes a drive shaft, which is rotatably fitted and supported by a main bearing 5 supported by a foundation 9. An arm 2 is fixedly attached to the main bearing 5 at its center, and a bucket 3 (3') is attached to a hinge 16 at the tip of the arm 2.
It is rotatably attached via the The bucket 3 is a sample box 4 that stores the soil to be tested or a structural model.
(Four pieces are placed on the drive shaft. A power transmission device 6 is installed at the bottom of the drive shaft 1, and the rotation of the motor 7 is transmitted to the drive shaft 1 via the transmission shaft 8 to achieve the required rotation. It is designed to give

なお、駆動軸の上端には回転油圧継手11が取付けられ
ており、外部油圧配管15(又はIFりより送られて来
る油圧を回転する軸1内の配管へ伝送する役目をし、図
の例では油圧ジヤツキ13へ油圧を供給することにより
、試験体14に対して所望の試験荷重を作用させるよう
になっている。
A rotary hydraulic joint 11 is attached to the upper end of the drive shaft, and serves to transmit the hydraulic pressure sent from the external hydraulic piping 15 (or IF) to the piping inside the rotating shaft 1. By supplying hydraulic pressure to the hydraulic jack 13, a desired test load is applied to the test specimen 14.

また、駆動軸下端には電気用スリップリング12が設置
されていて、試験荷重または試験体の。
Additionally, an electrical slip ring 12 is installed at the lower end of the drive shaft to accommodate the test load or test object.

受ける応力・変位などを電気変換した入出力信号を外部
に取出すことができるようになっている。
The input/output signals obtained by electrically converting the stress, displacement, etc. received can be taken out to the outside.

そして、これら装置全体は防護壁1oによって外部と遮
蔽されていて、不測の事故に対して安全を確保するよう
になっている。
The entire device is shielded from the outside by a protective wall 1o to ensure safety against unexpected accidents.

なお、アーム■の画先端には各々1組のバケット3及び
3′がセット出来るから同時に2組の試験体をテストす
ることができるが、1組のみテストしたい時には他の組
の試料箱にカウンタウェイトを装着するようにして回転
時のバランスを保つようする。
In addition, one set of buckets 3 and 3' can be set at the tip of the image of arm ■, so two sets of specimens can be tested at the same time, but if you want to test only one set, you can place the counter in the other set of sample boxes. Attach weights to maintain balance during rotation.

駆動軸1が回転する前(試験前)はバケット3は図の点
線で示すように下方に垂れ下った状態にある(試料箱も
同様)。モータが駆動され動力伝導装置を介し駆動軸1
が回転し始めるとやがてバケット3は遠心力を受けて水
平状態を保持したま一回転するようになり試料箱4内の
試験体14には所定の遠心力が作用するから、その状態
で試験体14に対して種々の試験を実施する。
Before the drive shaft 1 rotates (before the test), the bucket 3 hangs down as shown by the dotted line in the figure (the same applies to the sample box). The motor is driven and the drive shaft 1 is connected via the power transmission device.
When the bucket 3 begins to rotate, the bucket 3 receives a centrifugal force and begins to rotate once again while maintaining a horizontal state, and a predetermined centrifugal force acts on the test specimen 14 in the sample box 4, so the test specimen 14 in that state Various tests are carried out on 14.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

バケット3は駆動軸1が回転するまではヒンジ18を介
してアーム2にぶら下っているが駆動軸1が回転すると
やがて遠心力を受けてアーム2の軸方向に水平にスイン
グアップし伸び切った状態でアーム2と共に回転を続け
る。ところがバケット3はアーム2とヒンジを介して回
動自在に連結されているのでヒンジ部において多少のガ
タが必ず存在しそのため回転速度の変動その他の要因例
えば試料箱4または試験体14に対する試験荷重の付与
によって微少な位置移動(ガタ)が生じ、試験精度に悪
影響を与えるという問題がある。
The bucket 3 hangs from the arm 2 via the hinge 18 until the drive shaft 1 rotates, but when the drive shaft 1 rotates, it eventually swings up horizontally in the axial direction of the arm 2 due to the centrifugal force and is fully extended. In this state, it continues to rotate together with arm 2. However, since the bucket 3 is rotatably connected to the arm 2 via a hinge, there is always some looseness at the hinge, which may cause fluctuations in rotational speed or other factors such as the test load on the sample box 4 or test specimen 14. There is a problem in that minute positional movement (backlash) occurs due to application, which adversely affects test accuracy.

本発明は上記課題を解消することを目的とする。The present invention aims to solve the above problems.

(課題を解決するための手段〕 前述のヒンジ結合部におけるガタが試験中では絶対に生
じないようにするため、位置保持装置を設置し遠心力を
受けたバケットがアーム先端に水平になったら位置固定
装置を作動させてアームとバケットが動かないように両
者の位置固定をする。
(Means for solving the problem) In order to ensure that the above-mentioned play in the hinge joint does not occur during the test, a position holding device is installed so that the bucket, which has been subjected to centrifugal force, is positioned horizontally at the tip of the arm. Activate the fixing device to fix the arm and bucket so that they do not move.

試験が完了したら位置固定を解除すれば駆動軸の回転停
止に伴ってまたバケットはアームにぶら下った状態にな
る。
When the test is completed, the fixation of the bucket is released and the drive shaft stops rotating, leaving the bucket hanging from the arm again.

〔作 用〕[For production]

上記構成により、試験中アームとバケットとを一体に固
定でき、微小移動を防止できる。
With the above configuration, the arm and bucket can be integrally fixed during the test, and minute movement can be prevented.

〔実施例〕〔Example〕

第1図〜第2図に本発明の一実施例を示す。 An embodiment of the present invention is shown in FIGS. 1 and 2.

前記位置保持装置は支持台19、押圧装置20(この場
合油圧ジヤツキなどの油圧アクチエエータ)、圧接板2
0 aなどで構成される。その他の要素は従来例に同じ
The position holding device includes a support stand 19, a pressing device 20 (in this case, a hydraulic actuator such as a hydraulic jack), and a pressure contact plate 2.
It consists of 0a, etc. Other elements are the same as the conventional example.

支持台19はアーム2先端部と取付ポルト22によって
固定されその先端部がバケット3側面と所定距離をおい
て対面するように構成され、前記先端部とバケット3側
面間にはラム先端に圧接板20を持った押圧装置20が
挿設されている。
The support stand 19 is fixed by the tip of the arm 2 and the mounting port 22, and is configured such that the tip faces the side surface of the bucket 3 at a predetermined distance, and between the tip and the side surface of the bucket 3 there is a pressure plate attached to the tip of the ram. A pressing device 20 with 20 is inserted.

押圧装置20は支持台19先端に固定して取付けられる
。また20b、20Cは油圧配管を示し、押圧装置20
としての油圧アクチエエータへ油圧を供給または排出す
るようになっている。
The pressing device 20 is fixedly attached to the tip of the support base 19. Further, 20b and 20C indicate hydraulic piping, and the pressing device 20
The hydraulic actuator is designed to supply or discharge hydraulic pressure to the hydraulic actuator.

21は加振装置で、バケット3に取付けられ試料箱4(
又は試験体)に対して試験荷重(この場合は地震動)を
付与するようになっている。
21 is an excitation device, which is attached to the bucket 3 and is attached to the sample box 4 (
A test load (in this case, earthquake motion) is applied to the test specimen (or test specimen).

なお、試験前は圧接板20 aとバケット3側面とは図
の点線のように離れている。籾て、試験が開始されて、
駆動軸1が回転し始め遠心力が所定の大きさに達すると
バケット3はアーム先端と同じように水平状態になって
回転を続けるようになる。バケット3がこの状態になっ
たら。
Note that before the test, the pressure contact plate 20a and the side surface of the bucket 3 were separated as shown by the dotted line in the figure. After paddy was harvested and the test started,
When the drive shaft 1 begins to rotate and the centrifugal force reaches a predetermined level, the bucket 3 becomes horizontal like the tip of the arm and continues to rotate. When bucket 3 is in this state.

押圧装置20に油圧を供給する。するとラムが伸長して
、圧接板20 aはバケット側面に強く押付けられる。
Hydraulic pressure is supplied to the pressing device 20. Then, the ram expands, and the pressure contact plate 20a is strongly pressed against the side surface of the bucket.

その反力は支持台19によって支持されるから結局バケ
ット3は見かけ上位置保持装置(圧接板20 a、押圧
装置20.支持台19)を介してアーム2と一体に固定
されたことになる。
Since the reaction force is supported by the support stand 19, the bucket 3 is apparently fixed integrally with the arm 2 via the position holding device (pressing plate 20a, pressing device 20, support stand 19).

かくして、加振装置21で試料箱4(又は試験体)に試
験荷重を作用させても或いは他の不要外力が作用しても
ヒンジ結合部に微少な位置移動が生ずることはなくなり
精度のよい試験を行うことができる。
In this way, even if a test load is applied to the sample box 4 (or the test specimen) by the vibrating device 21 or other unnecessary external forces are applied, the hinge joint will not undergo slight positional movement, allowing for highly accurate testing. It can be performed.

試験が完了したら押圧装置2oへの油圧の供給を止め排
出に切換えると、圧接板20 aとバケット3側面とは
離脱し両者の位置固定は解除されるから駆動軸1の回転
が止まるとバケット3はアーム2にぶら下った状態に復
元する。
When the test is completed, the supply of hydraulic pressure to the pressing device 2o is stopped and the system is switched to discharge.The pressing plate 20a and the side surface of the bucket 3 are separated from each other, and their positions are released, so when the rotation of the drive shaft 1 stops, the bucket 3 is removed. is restored to the state where it hangs from arm 2.

なお、位置保持装置は図のように2組をペアとしてバケ
ットの両側面から押圧・保持するのが効果的である。
Note that it is effective to use two position holding devices as a pair to press and hold the bucket from both sides as shown in the figure.

〔発明の効果〕〔Effect of the invention〕

試験中、アームとバケットとを位置保持装置を作動させ
ることによって両者の連結部を見かけ上一体に固定する
ことができるので、試験荷重またはその他の不要外力が
加わっても微少移動が生ずることはなくなり、精度のよ
い試験を行うことができる。
During the test, by operating the position holding device between the arm and the bucket, the joint between the two can be seemingly fixed as one body, so even if a test load or other unnecessary external force is applied, slight movement will not occur. , it is possible to perform highly accurate tests.

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

第1図は本発明の一実施例を示す一部拡大平面図、第2
図は第1図の■−■線に沿う矢視図、第3図は従来装置
を示す全体立面図、第4図は第1図 り 第2図 第1図□It−M矢視
FIG. 1 is a partially enlarged plan view showing one embodiment of the present invention, and FIG.
The figure is a view taken along the ■-■ line in Figure 1, Figure 3 is an overall elevational view showing the conventional device, and Figure 4 is a view taken along the line ■-■ of Figure 1.

Claims (1)

【特許請求の範囲】[Claims] 一組の軸受に支持され直立した状態で回転する駆動軸と
、同駆動軸に嵌合・固定された左右一対のアームと、同
アーム先端と回動自在に連結された一対のバケットと、
同バケット上に載置されその内部に試験対象としての土
または他の試験体を収納する試料箱と、前記アームに固
定された支持台と、同支持台に取付けられた押圧装置と
、同押圧装置を試験機の回転中に前記バケットの側面に
押付けて同アーム及び同バケットの相対移動を固定また
は開放する位置保持装置とで構成されたことを特徴とす
る遠心力式土質試験装置。
A drive shaft that is supported by a set of bearings and rotates in an upright state, a pair of left and right arms that are fitted and fixed to the drive shaft, and a pair of buckets that are rotatably connected to the tips of the arms.
a sample box placed on the bucket and storing soil or other test material as a test object therein; a support stand fixed to the arm; a pressing device attached to the support stand; A centrifugal force type soil testing device comprising a position holding device that presses the device against the side of the bucket while the testing machine is rotating to fix or release relative movement of the arm and the bucket.
JP7096088A 1988-03-25 1988-03-25 Centrifugal soil testing apparatus Pending JPH01244365A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7096088A JPH01244365A (en) 1988-03-25 1988-03-25 Centrifugal soil testing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7096088A JPH01244365A (en) 1988-03-25 1988-03-25 Centrifugal soil testing apparatus

Publications (1)

Publication Number Publication Date
JPH01244365A true JPH01244365A (en) 1989-09-28

Family

ID=13446590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7096088A Pending JPH01244365A (en) 1988-03-25 1988-03-25 Centrifugal soil testing apparatus

Country Status (1)

Country Link
JP (1) JPH01244365A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105158443A (en) * 2015-09-25 2015-12-16 西南交通大学 Loading system for applying vertical loads based on geotechnical centrifuge
CN105606787A (en) * 2015-12-31 2016-05-25 中国石油天然气股份有限公司 Core capillary pressure curve testing device and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105158443A (en) * 2015-09-25 2015-12-16 西南交通大学 Loading system for applying vertical loads based on geotechnical centrifuge
CN105606787A (en) * 2015-12-31 2016-05-25 中国石油天然气股份有限公司 Core capillary pressure curve testing device and method

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