JPH06331521A - Method and apparatus for measuring tensile strength of fragile solid material and the like - Google Patents
Method and apparatus for measuring tensile strength of fragile solid material and the likeInfo
- Publication number
- JPH06331521A JPH06331521A JP12159493A JP12159493A JPH06331521A JP H06331521 A JPH06331521 A JP H06331521A JP 12159493 A JP12159493 A JP 12159493A JP 12159493 A JP12159493 A JP 12159493A JP H06331521 A JPH06331521 A JP H06331521A
- Authority
- JP
- Japan
- Prior art keywords
- tensile
- mounting
- sample test
- test body
- tensile strength
- 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.)
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、脆弱固体等の引張強度
測定方法及びその測定装置に関し、さらに詳しくは、例
えば、夫々に半硬化状をしたコンクリート成形体,アル
ミ粉末入り気泡コンクリート成形体とか、ブロック状に
截出された土壌ブロック体のように比較的脆弱さのある
固体等のサンプル試験体の引張強度を測定するための測
定方法及びその測定装置に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring tensile strength of fragile solids and the like and a measuring apparatus therefor. More specifically, for example, a semi-hardened concrete molded product, an aluminum powder-containing aerated concrete molded product, etc. The present invention relates to a measuring method and a measuring device for measuring the tensile strength of a sample test body such as a solid that is relatively fragile such as a soil block body extracted in a block shape.
【0002】[0002]
【従来の技術】一般に、この種のコンクリート,アルミ
粉末入り気泡コンクリート等の各半硬化状成形体,及び
土壌ブロック体のような脆弱固体の引張強度を測定する
ことができれば、例えば、工場で製造する各種コンクリ
ート製品,特に、半硬化状態における製品の取扱いの際
に発生するクラックとか、土壌における同様なクラック
発生を推定するための引張強度値を知ることができて、
その産業上の利用価値が大きい。2. Description of the Related Art Generally, if it is possible to measure the tensile strength of this type of concrete, each semi-hardened compact such as aerated concrete containing aluminum powder, and the fragile solid such as soil block, for example, it is manufactured in a factory. It is possible to know the tensile strength value for estimating cracks that occur when handling various concrete products, especially products that are in a semi-hardened state, and similar cracks that occur in soil,
Its industrial utility value is great.
【0003】[0003]
【発明が解決しようとする課題】ここで、例えば、コン
クリート製品の引張強度試験については、既に、日本工
業規格において JIS A 1113(1976) として規定されては
いるが、これは所定期間の養生で硬化が十分に進み、強
度自体が向上されたコンクリートの最終製品に適用され
るものであって、この場合でのような未だ半硬化状態で
耐強度性の高められていない各種コンクリート半硬化状
成形体には適用できず、又、これは本来的に粘着性が乏
しくて脆弱さのある土壌等においても同様である。Here, for example, the tensile strength test of concrete products has already been specified as JIS A 1113 (1976) in Japanese Industrial Standards, but this is the curing for a predetermined period. It is applied to the final product of concrete that has been sufficiently hardened and the strength itself has been improved. As in this case, various types of semi-hardened concrete that have not yet been strengthened in the semi-hardened state It is not applicable to the body, and this is also the case in soils that are inherently poorly tacky and fragile.
【0004】そして、このように特に粉体等とは異なっ
て、或る程度の結合構造を有する各種コンクリート半硬
化状成形体,及び土壌ブロック体のような脆弱固体等の
引張強度を測定することは、従来の場合、引張試験機に
対し、そのサンプル試験体を取付け装着して支持する効
果的で適切な手段がないために実行不可能なものであっ
た。As described above, different from powders in particular, it is necessary to measure the tensile strength of various concrete semi-hardened compacts having a certain degree of bonding structure and brittle solids such as soil blocks. In the past, it was impossible to carry out the test because there was no effective and appropriate means for attaching and mounting the sample test body to the tensile tester.
【0005】従って、本発明の目的とするところは、各
種コンクリート半硬化状成形体,及び土壌ブロック体の
ような脆弱固体等のサンプル試験体について、これを引
張試験機に良好且つ容易に取付け装着できて、その引張
試験を効果的に行い得るようにした,この種の脆弱固体
等の引張強度測定方法及びその測定装置を提供すること
である。Therefore, the object of the present invention is to provide various semi-hardened concrete compacts and sample specimens such as fragile solids such as soil blocks, which can be easily and easily mounted on a tensile tester. It is an object of the present invention to provide a method for measuring tensile strength of a brittle solid or the like of this kind and a measuring apparatus for the same, which enables the tensile test to be effectively performed.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するため
に、本発明者らは、ここでの各種コンクリート半硬化状
成形体,及び土壌ブロック体のような脆弱固体等のサン
プル試験体に関し、これを引張試験機に対して効果的に
取付け支持するための手段につき、鋭意研究努力を続け
た結果、本発明を完成したものであって、その骨子とす
るところは、サンプル試験体の両端面を真空吸着して支
持させるようにしたものである。[Means for Solving the Problems] In order to achieve the above object, the inventors of the present invention relate to various concrete semi-hardened compacts and sample test bodies such as fragile solids such as soil blocks, As a result of continuous research efforts on means for effectively mounting and supporting this on a tensile tester, the present invention has been completed. Are vacuum-adsorbed and supported.
【0007】即ち、本発明は、引張試験機の該当する各
取付け装着部に対し、脆弱固体等のサンプル試験体の両
端面を夫々に装着支持させると共に、当該各取付け装着
部の相互間に引張荷重を付加して行う脆弱固体等の引張
強度測定方法であって、前記各取付け装着部に真空吸着
手段を夫々に配置させ、且つこれらの各真空吸着手段間
には、前記サンプル試験体の両端面を夫々に当接させた
状態で、当該各真空吸着手段に加えられる真空吸引力に
より、夫々の各当接面を吸着支持させた後、引張強度を
測定することを特徴とする脆弱固体等の引張強度測定方
法である。That is, according to the present invention, both end faces of a sample test body such as a fragile solid are attached to and supported by the corresponding attachment / attachment portions of the tensile tester, and tension is applied between the attachment / attachment portions. A method for measuring the tensile strength of a fragile solid or the like by applying a load, wherein vacuum attachment means is arranged at each of the mounting and mounting parts, and both ends of the sample test body are placed between these vacuum attachment means. A fragile solid or the like characterized in that the tensile strength is measured after the respective abutting surfaces are adsorbed and supported by the vacuum suction force applied to the respective vacuum adsorbing means in a state in which the respective surfaces are abutted against each other. Is a method for measuring tensile strength.
【0008】又、本発明は、引張試験機の該当する各取
付け装着部に対し、脆弱固体等のサンプル試験体の両端
面を夫々に装着支持させると共に、当該各取付け装着部
の相互間に引張荷重を付加して行う脆弱固体等の引張強
度測定装置であって、前記各取付け装着部には、吸着面
に複数の吸着孔を開口させた真空吸着手段を夫々に配置
させて構成し、当該各真空吸着手段の吸着面間に、前記
サンプル試験体の両端面を当接させた状態で、当該各真
空吸着手段に加えられる真空吸引力により、夫々の各吸
着孔を通して各当接部を吸着支持させるようにしたこと
を特徴とする脆弱固体等の引張強度測定装置である。Further, according to the present invention, both end faces of a sample test body such as a fragile solid are attached to and supported by the corresponding attachment / attachment portions of the tensile tester, and tension is applied between the attachment / attachment portions. A tensile strength measuring device for a fragile solid or the like, which is performed by applying a load, wherein each of the mounting / attaching parts is formed by arranging a vacuum suction means having a plurality of suction holes opened on a suction surface. While holding both end faces of the sample test body between the suction surfaces of the respective vacuum suction means, the contact portions are sucked through the respective suction holes by the vacuum suction force applied to the respective vacuum suction means. A tensile strength measuring device for a fragile solid or the like characterized by being supported.
【0009】[0009]
【作用】従って、本発明方法によれば、引張試験機にお
ける各取付け装着部に対して、真空吸着手段を夫々に配
置させてあるために、これらの各真空吸着手段間にサン
プル試験体の両端面を夫々に当接させた状態で、当該各
真空吸着手段に加えられる真空吸引力によって、脆弱固
体等のサンプル試験体を真空吸着でき、且つこれを確実
に支持し得て引張強度の測定が可能になる。Therefore, according to the method of the present invention, since the vacuum suction means is arranged for each attachment and mounting portion in the tensile tester, both ends of the sample test body are interposed between these vacuum suction means. With the surfaces in contact with each other, the vacuum suction force applied to each of the vacuum suction means can vacuum-suck a sample test body such as a fragile solid, and can reliably support it to measure the tensile strength. It will be possible.
【0010】又、本発明装置においても、各取付け装着
部に対して、吸着面に複数の吸着孔を開口させた真空吸
着手段を夫々に配置させて構成したから、これらの各真
空吸着手段の吸着面間にサンプル試験体の両端面を当接
させた状態で、当該各真空吸着手段に加えられる真空吸
引力によって、夫々の各吸着孔を通して脆弱固体等のサ
ンプル試験体を真空吸着でき、ここでも同様に、これを
確実に支持し得て引張強度の測定が可能になる。Also, in the apparatus of the present invention, since the vacuum suction means having a plurality of suction holes on the suction surface are arranged for the respective mounting parts, the vacuum suction means of each of these vacuum suction means is arranged. With both end surfaces of the sample test body in contact with each other between the suction surfaces, the vacuum suction force applied to each of the vacuum suction means can vacuum-suck a sample test body such as a fragile solid through each suction hole. However, similarly, this can be reliably supported and the tensile strength can be measured.
【0011】[0011]
【実施例】以下、本発明に係る脆弱固体等の引張強度測
定方法及びその測定装置の実施例につき、図1及び図2
を参照して詳細に説明する。EXAMPLES Examples of the method for measuring the tensile strength of fragile solids and the like according to the present invention and the measuring apparatus therefor will be described below with reference to FIGS.
Will be described in detail with reference to.
【0012】図1は、本発明の一実施例を適用した引張
強度測定装置の概要をサンプル試験体の装着支持状態で
模式的に示す構成説明図であり、図2は、同上実施例装
置を用いてサンプル試験体を引張試験した結果の一例に
よる歪−応力の関係を示すグラフである。FIG. 1 is a structural explanatory view showing an outline of a tensile strength measuring apparatus to which an embodiment of the present invention is applied in a mounted and supported state of a sample test body, and FIG. It is a graph which shows the strain-stress relationship by an example of the result of carrying out the tensile test of the sample test body using it.
【0013】この図1に示す実施例装置において、1
は、ここでの測定対象としての各種コンクリート半硬化
状成形体,及び土壌ブロック体等からなる脆弱固体のサ
ンプル試験体である。又、11は、前記サンプル試験体
1の引張強度測定に用いる公知構成の引張試験機を示
し、当該引張試験機11には、引張作動該当部として下
部位置に固定部12(一方の取付け装着部に相当),上
部位置に可動部13(他方の取付け装着部に相当)が夫
々に設定されており、可動部13は、ロードセル14を
介した上で図示しない油圧駆動部等に連繋され、固定部
12との間で測定のための相対的な引張作動を行う。更
に、21a,21bは、前記引張試験機11の上下各位
置に設定される下部側の固定部12,及び上部側の可動
部13に対して、前記サンプル試験体1を取付け支持さ
せるための上下1組によって構成した夫々に各真空吸着
器である。In the apparatus of the embodiment shown in FIG. 1, 1
Is a fragile solid sample test body composed of various concrete semi-hardened compacts, soil block bodies, and the like, which are the objects of measurement here. Reference numeral 11 represents a tensile tester having a known structure used for measuring the tensile strength of the sample test body 1. The tensile tester 11 has a fixing portion 12 (one of the mounting / mounting portions on one side) at a lower position as a portion corresponding to a tensile operation. , And movable parts 13 (corresponding to the other mounting and mounting parts) are respectively set in the upper position, and the movable parts 13 are connected via a load cell 14 to a hydraulic drive part (not shown) and fixed. A relative pulling action for measurement is performed with the part 12. Further, 21a and 21b are upper and lower parts for attaching and supporting the sample test body 1 to a fixed part 12 on the lower side and a movable part 13 on the upper side, which are set at respective upper and lower positions of the tensile tester 11. Each vacuum suction device is composed of one set.
【0014】而して、前記脆弱固体のサンプル試験体1
は、本実施例装置の場合、その外観形状が円柱形,若し
くは長手軸方向中央部の周側面を幾分か絞り込んだ円柱
形であることが望ましく、且つその大きさ寸法について
は、必ずしも限定されるものではないが、ここでのサン
プル試験体1として、例えば、各種コンクリート半硬化
状成形体を用いるときは、直径が100mm程度,上下
方向に対応される長さ(高さ)が200mm程度である
ことが好ましく、且つ夫々の上下各端面2a,2bにつ
いては、夫々に長手方向に直交して平行にされると共
に、その端面の平面度,ひいては端面における凹凸の許
容範囲が1mm程度を越えないように形成する。そし
て、当該サンプル試験体1は、これが各種コンクリート
半硬化状成形体であるとき、所要の型枠を用いたモール
ド注形,若しくはその他の適当する手段で成形してよ
く、一方、土壌ブロック体の場合には、対象土塊から市
販のトリマー等によって同様な形状寸法に截出すことで
容易に成形し得る。Thus, the fragile solid sample test body 1
In the case of the apparatus of this embodiment, it is desirable that the external shape is a cylindrical shape, or a cylindrical shape in which the peripheral side surface of the central portion in the longitudinal axis direction is narrowed down to some extent, and its size is not necessarily limited. Although not limited to this, for example, when various concrete semi-hardened compacts are used as the sample test body 1 here, the diameter is about 100 mm, and the vertical length (height) is about 200 mm. It is preferable that the upper and lower end surfaces 2a and 2b are parallel to each other at right angles to the longitudinal direction, and the flatness of the end surface, and thus the allowable range of unevenness on the end surface, does not exceed about 1 mm. To form. When the sample test body 1 is various concrete semi-hardened molded bodies, it may be molded by mold casting using a required mold or other suitable means, while the soil block body In this case, the target soil mass can be easily molded by cutting it out into a similar shape and dimension with a commercially available trimmer or the like.
【0015】続いて、前記上下1組からなる各真空吸着
器21a,21bは、前記引張試験機11における下部
側の固定部12,及び上部側の可動部13に夫々固定的
に装着させて、前記サンプル試験体1の両端面を所期通
り確実に吸着支持し得る構成であれば任意であってよい
が、本実施例装置の場合、これらの各真空吸着器21
a,21bは、内部に真空減圧室23a,23bを形成
したボックス状の吸着器本体22a,22bを有し、当
該吸着器本体22a,22bの相互に平行する各作用端
面の内、一方の吸着端面24a,24bには、真空減圧
室23a,23bに連通する複数の吸着孔25a,25
bを比較的密集状態で夫々に開口させ、他方の取付け端
面26a,26bには、前記対応する固定部12,可動
部13に装着するための取付け治具27a,27bを夫
々に止着させて構成し、且つ前記各真空減圧室23a,
23bに対しては、リークバルブ32を配した三方切換
えバルブ31を介することで、図示しない吸引ポンプ等
の真空減圧源を接続させるのである。ここで、前記各吸
着器本体22a,22bでの吸着端面24a,24bに
開口される各吸着孔25a,25bの形成範囲について
は、前記サンプル試験体1の被吸着端面の範囲内であれ
ばよく、当該各吸着孔25a,25bの孔径は、目詰ま
り等を防止する必要上,直径1mm〜30mm程度,好
ましくは2mm〜10mmの範囲であればよく、且つそ
の開口率は10%〜80%程度でよいが、40%〜60
%の範囲内であることが好ましい。又、前記各真空減圧
室23a,23bの真空減圧度は、測定対象のサンプル
試験体1における脆弱性の如何にもよるが、通常の場
合、数十Torr程度であれば足りるもので、吸引ポン
プ等の真空減圧源による当該真空減圧度の調整について
は、リークバルブ32によって行う。Subsequently, the vacuum suction devices 21a and 21b consisting of a pair of the upper and lower parts are fixedly mounted on the lower fixed part 12 and the upper movable part 13 of the tensile tester 11, respectively, Any structure may be adopted as long as both end surfaces of the sample test body 1 can be reliably sucked and supported as expected, but in the case of the apparatus of this embodiment, each of these vacuum suction devices 21 is used.
a and 21b have box-shaped adsorber bodies 22a and 22b having vacuum decompression chambers 23a and 23b formed therein, and one of the adsorption end faces of the adsorber bodies 22a and 22b that are parallel to each other The end faces 24a, 24b have a plurality of suction holes 25a, 25 communicating with the vacuum decompression chambers 23a, 23b.
b are opened in a relatively dense state, and mounting jigs 27a and 27b for mounting the corresponding fixed portion 12 and movable portion 13 are fixed to the other mounting end surfaces 26a and 26b, respectively. And each of the vacuum decompression chambers 23a,
A vacuum decompression source such as a suction pump (not shown) is connected to 23b through a three-way switching valve 31 provided with a leak valve 32. Here, the formation range of the adsorption holes 25a, 25b opened in the adsorption end faces 24a, 24b of the adsorber bodies 22a, 22b may be within the range of the adsorbed end faces of the sample test body 1. The diameter of each of the suction holes 25a and 25b is in the range of 1 mm to 30 mm, preferably 2 mm to 10 mm in order to prevent clogging and the like, and the aperture ratio is about 10% to 80%. 40% to 60
It is preferably within the range of%. The vacuum decompression degree of each of the vacuum decompression chambers 23a and 23b depends on the fragility of the sample test body 1 to be measured, but normally, several tens Torr is sufficient. The adjustment of the degree of vacuum pressure reduction by the vacuum pressure reduction source such as is performed by the leak valve 32.
【0016】従って、本実施例装置によって引張試験を
行うのには、引張試験機11の下部側固定部12に対し
て対応する真空吸着器21a,及び上部側可動部13に
対して対応する真空吸着器21bを夫々に固定させてお
き、且つ三方切換えバルブ31を開けて、夫々の各真空
減圧室23a,23b内の真空引きを行なわない状態
で、先ず、下部側該当の真空吸着器21aでの各吸着孔
25aの開口範囲を覆うように、サンプル試験体,この
場合は、脆弱固体からなるサンプル試験体1を、その下
端面2aが接するようにして載置させると共に、ロード
セル14をゼロ負荷にしたまま、当該載置されたサンプ
ル試験体1の上端面2b上に、今度は上部側該当の真空
吸着器21bでの各吸着孔25bの開口範囲相当部を軽
く押付けてセットする。そして、このようにサンプル試
験体1をセットするときは、各真空減圧室23a,23
bにおける夫々の各吸着孔25a,25bが、対応する
各端面2a,2bによって閉塞され、且つロードセル1
4においては、当該サンプル試験体1に対する各真空吸
着器21a,21bの押付け力,換言すると圧縮荷重が
示されることになる。引続き、この状態において、夫々
の各真空減圧室23a,23b内を真空減圧源により真
空引きすると共に、リークバルブ32の調整によってロ
ードセル14をゼロ負荷になるようにする。つまり、こ
の一連の操作によって、サンプル試験体1の両端面2
a,2bが、該当する各吸着孔25a,25bを通した
真空減圧によって夫々の各真空吸着器21a,21bに
吸着され、結果的に、引張試験機11に対する当該サン
プル試験体1での引張試験のための支持が確保されるも
ので、以後、通常の場合と全く同様に引張試験を実行す
ればよく、このようにして、従来、実質的に不可能であ
った脆弱固体によるサンプル試験体1の引張試験に関
し、本実施例においては、当該サンプル試験体1を引張
方向でバランスよく吸着支持できて、その引張試験を容
易に可能にする。Therefore, in order to conduct a tensile test by the apparatus of this embodiment, the vacuum suction device 21a corresponding to the lower fixed portion 12 of the tensile tester 11 and the corresponding vacuum suction portion of the upper movable portion 13 of the tensile tester 11 are used. In a state in which the suction devices 21b are fixed to each other and the three-way switching valve 31 is opened to evacuate each of the vacuum decompression chambers 23a and 23b, first, the vacuum suction device 21a corresponding to the lower side is used. The sample test body, in this case, the sample test body 1 made of a fragile solid is placed so that its lower end surface 2a is in contact, and the load cell 14 is loaded with zero load so as to cover the opening range of each suction hole 25a. Then, the opening range corresponding portion of each suction hole 25b in the vacuum suction device 21b corresponding to the upper side is lightly pressed and set on the upper end surface 2b of the mounted sample test body 1 this time. . When the sample test body 1 is set in this way, the vacuum decompression chambers 23a, 23a
b, the respective suction holes 25a, 25b are closed by the corresponding end faces 2a, 2b, and the load cell 1
4, the pressing force of each vacuum suction device 21a, 21b with respect to the sample test body 1, that is, the compression load is shown. Then, in this state, the inside of each vacuum decompression chamber 23a, 23b is evacuated by the vacuum decompression source, and the load valve 14 is adjusted to zero load by adjusting the leak valve 32. In other words, by this series of operations, both end surfaces 2 of the sample test body 1
a and 2b are adsorbed to the respective vacuum adsorbers 21a and 21b by vacuum decompression through the corresponding adsorption holes 25a and 25b, and as a result, the tensile test of the sample test body 1 against the tensile tester 11 is performed. Therefore, the tensile test may be carried out in exactly the same manner as in the usual case. In this way, the sample test body 1 using a fragile solid, which has been practically impossible in the past, can be obtained. Regarding this tensile test, in this embodiment, the sample test body 1 can be adsorbed and supported in a balanced manner in a tensile direction, and the tensile test can be easily performed.
【0017】又、ここで前記引張試験に際して、サンプ
ル試験体1を支持する吸着力は、当該サンプル試験体1
に各真空吸着器21a,21bを押付けたときの圧縮荷
重に対応されるもので、当該圧縮荷重は、サンプル試験
体1の状態に見合って選択すればよいが、通常の場合、
このサンプル試験体1に対する支持吸着力は、当該サン
プル試験体1における圧縮強度の5%〜40%程度の範
囲内であることが望ましい。更に、この場合、取扱うサ
ンプル試験体1が強度的に脆弱な固体であることから、
例えば、被吸着面としての端面の一部端縁が欠落した
り、或は真空洩れが生じたりするときには、粘土などの
粘着体によって該当部分にシールを施すのが効果的であ
る。In addition, in the tensile test, the suction force for supporting the sample test body 1 is the same as the sample test body 1
It corresponds to the compressive load when each of the vacuum adsorbers 21a and 21b is pressed against, and the compressive load may be selected according to the state of the sample test body 1, but in the normal case,
The supporting / adsorbing force for the sample test body 1 is preferably within a range of about 5% to 40% of the compressive strength of the sample test body 1. Furthermore, in this case, since the sample test body 1 to be handled is a solid that is weak in strength,
For example, when a part of the end face as the attracted face is missing or a vacuum leak occurs, it is effective to seal the corresponding part with an adhesive such as clay.
【0018】次に、本発明における引張試験の具体的な
一例について述べる。ここで、本例におけるサンプル試
験体には、アルミ粉末入り気泡コンクリート半硬化状成
形体を用いるものとする。Next, a specific example of the tensile test in the present invention will be described. Here, as the sample test body in this example, a semi-hardened molded concrete of aerated concrete containing aluminum powder is used.
【0019】先ず、この場合、アルミ粉末入り気泡コン
クリート成形体は、その原料として珪石,セメント,石
灰,石膏,コンクリート回収屑,及び水を用い、これら
の各成分を恒温水槽内に設置したミキサー中で順次に攪
拌しながら混合させた上で、その後、更に発泡剤である
アルミ粉末を加えて混合させ、且つこのようにして得た
スラリーを予め用意された型枠内に注入して成形する。
ここで、前記成形用の型枠としては、先に述べた JIS A
1113(1976) のコンクリート強度試験用供試体における
直径100mm,高さ200mmの円柱形型枠を約10
0mm程度テフロンシートによって嵩上げしたものを用
いることで足りる。そして、注入成形される成形体,こ
の場合、サンプル試験体は、その型枠毎,恒温恒湿槽の
中において45℃〜70℃の温度まで一定の昇温速度で
上昇させた後、湿度80%R.H.の一定条件下に保持
し、且つこの状態で3時間に亘って静置,つまり、前養
生を行う。次いで、前記恒温恒湿槽内の静置保持を終え
たアルミ粉末入り気泡コンクリート半硬化状成形体を型
枠から取出した上で、夫々の各端面を切出すことによ
り、両端面が平坦且つ平行になるようにし、更に、引張
試験時における最終破断が中央部からなされ得るよう
に、該当する中央部分の一部に切欠きを入れておく。即
ち、このようにして所要のアルミ粉末入り気泡コンクリ
ート半硬化状成形体からなるサンプル試験体が得られる
もので、因に、その外形寸法,及び外観形状は、直径1
00mm,長さ(高さ)200mmの円柱状であり、且
つ圧縮破壊時の荷重は55Kg〜156Kgの範囲内で
あった。First, in this case, the aerated concrete compact containing aluminum powder uses silica stone, cement, lime, gypsum, concrete recovery waste, and water as its raw materials, and each of these components is placed in a constant temperature water tank in a mixer. After being mixed with stirring in sequence, the aluminum powder, which is a foaming agent, is further added and mixed, and the slurry thus obtained is poured into a mold prepared in advance for molding.
Here, as the mold for molding, JIS A described above is used.
Approximately 10 cylinders with a diameter of 100 mm and a height of 200 mm in the concrete strength test specimen of 1113 (1976) were used.
It suffices to use a product that is raised by about 0 mm with a Teflon sheet. Then, the molded body to be injection-molded, in this case, the sample test body, is raised at a constant temperature rising rate to a temperature of 45 ° C. to 70 ° C. in a constant temperature and constant humidity chamber for each of the molds, and then a humidity of 80 % R. H. Under constant conditions, and in this state, it is allowed to stand for 3 hours, that is, pre-curing is performed. Next, the aerated concrete semi-hardened compact containing aluminum powder that has been left standing in the constant temperature and humidity chamber is taken out from the mold, and each end face is cut out so that both end faces are flat and parallel. In addition, a notch is made in a part of the corresponding central portion so that the final breakage in the tensile test can be made from the central portion. That is, in this way, a sample test body composed of the required aerated concrete semi-hardened compact containing aluminum powder is obtained.
It was a cylinder with a length of 00 mm and a length (height) of 200 mm, and the load at the time of compression fracture was within the range of 55 Kg to 156 Kg.
【0020】一方、先にも述べたように、引張試験機の
下部側固定部,及び上部側可動部に対して夫々に各真空
吸着器を固定しておく。この場合、各真空吸着器におけ
る各吸着孔は、孔径3mmφ,開口率45%である。On the other hand, as described above, each vacuum suction device is fixed to the lower fixed portion and the upper movable portion of the tensile tester. In this case, each suction hole in each vacuum suction device has a hole diameter of 3 mmφ and an opening ratio of 45%.
【0021】そして、下部側真空吸着器の各吸着孔を下
端面で覆うようにサンプル試験体を載置させた後、当該
サンプル試験体の上端面に上部側真空吸着器の各吸着孔
相当部を軽く押付けることで、サンプル試験体に略3K
gf程度の圧縮荷重を負荷させる。又、ここでの適用さ
れるサンプル試験体が、一種の多孔体であるため、予め
想定される端面部付近からの真空洩れを防止する必要
上,当該試験体の両端面部と吸着孔相当面部とを粘土に
よって円周状にシールする。Then, after placing the sample test body so as to cover each suction hole of the lower side vacuum suction device with the lower end surface, a portion corresponding to each suction hole of the upper side vacuum suction device is placed on the upper end surface of the sample test body. By pressing lightly, approximately 3K can be applied to the sample test piece.
A compressive load of about gf is applied. In addition, since the sample test body applied here is a kind of porous body, it is necessary to prevent vacuum leakage from the vicinity of the end face portion which is supposed in advance. Is circumferentially sealed with clay.
【0022】引続き、この状態で三方切換えバルブ,及
びリークバルブを開けたまま、真空吸引ポンプを駆動し
て夫々の各真空減圧室内を真空引きし乍ら、リークバル
ブをゆっくりと閉めてゆくことにより、当該各真空減圧
室内の真空減圧度が増すに従い、徐々にサンプル試験体
が吸引されてゆき、約40Torrでロードセルがゼロ
負荷を示し、この状態でサンプル試験体の吸着支持が確
保されて、所期の引張試験が可能になった。その後、通
常通りの引張試験を行った結果、当該サンプル試験体に
おける歪−応力の関係曲線は、図2に見られるように、
一般的な引張試験の場合と略近似する曲線を示すことが
確認された。つまり、この図2の歪−応力曲線から、こ
の場合での恒温恒湿槽内における3時間の静置(前養
生)をなしたアルミ粉末入り気泡コンクリート半硬化状
成形体については、その引張強度が、0.07Kgf/
cm2 程度であるものと測定できた。Then, in this state, with the three-way switching valve and the leak valve open, the vacuum suction pump is driven to evacuate each vacuum decompression chamber, and the leak valve is slowly closed. As the vacuum decompression degree in each vacuum decompression chamber increases, the sample test body is gradually sucked, the load cell shows zero load at about 40 Torr, and the adsorption support of the sample test body is secured in this state. Period tensile test is now possible. Then, as a result of performing a tensile test as usual, the strain-stress relationship curve in the sample test body is as shown in FIG.
It was confirmed that it showed a curve that was approximately similar to the case of a general tensile test. That is, from the strain-stress curve of FIG. 2, the tensile strength of the aerated concrete semi-cured molded body containing aluminum powder that has been left standing (pre-cured) in the constant temperature and humidity chamber in this case for 3 hours is shown. But 0.07 Kgf /
It could be measured to be about cm 2 .
【0023】尚、上記実施例,並びに具体例において
は、引張強度の測定対象が各種コンクリート半硬化状成
形体,土壌ブロック体等の比較的脆弱性を有する固体で
ある場合について述べたが、このような脆弱固体に限ら
ず、任意の対象物の引張試験にも適用できることは勿論
である。In the above-mentioned examples and specific examples, the case where the object of measuring the tensile strength is a solid having relatively weakness such as various concrete semi-hardened compacts and soil blocks is described. It is needless to say that the present invention can be applied not only to such brittle solids but also to a tensile test of any object.
【0024】[0024]
【発明の効果】以上、実施例によって詳述したように、
本発明によれば、引張試験機の該当する各取付け装着部
に対して、脆弱固体等のサンプル試験体の両端面を夫々
に装着支持させると共に、各取付け装着部の相互間に引
張荷重を付加して行う脆弱固体等の引張強度の測定にお
いて、各取付け装着部に対し、真空吸着手段,若しくは
吸着面に複数の吸着孔を開口させた真空吸着手段を夫々
に配置させ、且つこれらの各真空吸着手段間,内至は各
真空吸着手段の吸着面間に、サンプル試験体の両端面を
夫々に当接させた状態で、各真空吸着手段に加えられる
真空吸引力によって、夫々の各当接面を吸着支持させた
後、引張強度を測定するようにしたから、従来の場合
に、その脆弱さの故に各取付け装着部への装着支持自体
が困難で、引張強度の測定が不可能であった脆弱固体等
のサンプル試験体に関し、これを容易に吸着して確実に
支持することができ、このようにして所期通りの引張強
度の測定が可能になり、この結果、脆弱固体等の引張強
度を手軽に評価し得るもので、その実質的な効果が極め
て大きい。As described above in detail with reference to the embodiments,
According to the present invention, both end surfaces of a sample test body such as a fragile solid are attached to and supported by the respective attachment mounting portions of the tensile tester, and a tensile load is applied between the respective attachment mounting portions. In measuring the tensile strength of fragile solids, etc., the vacuum suction means or the vacuum suction means having a plurality of suction holes opened on the suction surface is arranged for each mounting portion, and each of these vacuums is attached. Between the suction means, between the suction means, between the suction surfaces of the respective vacuum suction means, with both end surfaces of the sample test body in contact with each other, by the vacuum suction force applied to each vacuum suction means, each contact Since the tensile strength is measured after the surface is adsorbed and supported, in the conventional case, it is difficult to mount and support each mounting and mounting part due to its weakness, and it is impossible to measure the tensile strength. For fragile solid samples However, it can be easily adsorbed and reliably supported, and in this way it is possible to measure the tensile strength as expected, and as a result, the tensile strength of fragile solids etc. can be easily evaluated. And the substantial effect is extremely large.
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明の一実施例を適用した引張強度測定装置
の概要をサンプル試験体の装着支持状態で模式的に示す
構成説明図である。FIG. 1 is a configuration explanatory view schematically showing an outline of a tensile strength measuring device to which an embodiment of the present invention is applied in a mounted and supported state of a sample test body.
【図2】同上実施例装置を用いてサンプル試験体を引張
試験した結果の一例による歪−応力の関係を示すグラフ
である。FIG. 2 is a graph showing a strain-stress relationship according to an example of a result of a tensile test of a sample test body using the apparatus of the same Example.
1 脆弱固体のサンプル試験体 2a,2b サンプル試験体の被吸着端面 11 引張試験機 12 下部位置の固定部(一方の取付け装着部) 13 上部位置の可動部(他方の取付け装着部) 14 ロードセル 21a,21b 真空吸着器 22a,22b 吸着器本体 23a,23b 真空減圧室 24a,24b 吸着端面 25a,25b 吸着孔 26a,26b 取付け端面 27a,27b 取付け治具 31 三方切換えバルブ 32 リークバルブ DESCRIPTION OF SYMBOLS 1 Fragile solid sample test body 2a, 2b Adsorbed end surface of sample test body 11 Tensile tester 12 Lower fixed part (one mounting / mounting part) 13 Upper movable part (other mounting / mounting part) 14 Load cell 21a , 21b Vacuum adsorber 22a, 22b Adsorber body 23a, 23b Vacuum decompression chamber 24a, 24b Adsorption end face 25a, 25b Adsorption hole 26a, 26b Mounting end face 27a, 27b Mounting jig 31 Three-way switching valve 32 Leak valve
Claims (2)
対し、脆弱固体等のサンプル試験体の両端面を夫々に装
着支持させると共に、当該各取付け装着部の相互間に引
張荷重を付加して行う脆弱固体等の引張強度測定方法で
あって、 前記各取付け装着部に真空吸着手段を夫々に配置させ、
且つこれらの各真空吸着手段間には、前記サンプル試験
体の両端面を夫々に当接させた状態で、当該各真空吸着
手段に加えられる真空吸引力により、夫々の各当接面を
吸着支持させた後、引張強度を測定することを特徴とす
る脆弱固体等の引張強度測定方法。1. The respective mounting and mounting parts of the tensile tester are mounted and supported on both end faces of a sample test body such as a fragile solid, and a tensile load is applied between the respective mounting and mounting parts. A method for measuring the tensile strength of a fragile solid or the like performed by disposing vacuum suction means in each of the mounting and mounting parts,
In addition, between the respective vacuum suction means, the respective contact surfaces are suction-supported by the vacuum suction force applied to the respective vacuum suction means in a state where both end surfaces of the sample test body are in contact with each other. A method for measuring the tensile strength of a brittle solid or the like, which comprises measuring the tensile strength after the treatment.
対し、脆弱固体等のサンプル試験体の両端面を夫々に装
着支持させると共に、当該各取付け装着部の相互間に引
張荷重を付加して行う脆弱固体等の引張強度測定装置で
あって、 前記各取付け装着部には、吸着面に複数の吸着孔を開口
させた真空吸着手段を夫々に配置させて構成し、当該各
真空吸着手段の吸着面間に、前記サンプル試験体の両端
面を当接させた状態で、当該各真空吸着手段に加えられ
る真空吸引力により、夫々の各吸着孔を通して各当接部
を吸着支持させるようにしたことを特徴とする脆弱固体
等の引張強度測定装置。2. The tensile tester is attached to and supported by the corresponding mounting / attaching portions, and both end faces of a sample test body such as a fragile solid are mounted and supported, and a tensile load is applied between the mounting / attaching portions. A tensile strength measuring device for a fragile solid or the like, which is configured by arranging a vacuum suction means having a plurality of suction holes opened on a suction surface in each of the mounting / attaching parts. While the both end surfaces of the sample test body are in contact with each other between the suction surfaces of the respective contact portions, each contact portion is suction-supported through each suction hole by the vacuum suction force applied to each vacuum suction means. A tensile strength measuring device for fragile solids, etc.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12159493A JPH06331521A (en) | 1993-05-24 | 1993-05-24 | Method and apparatus for measuring tensile strength of fragile solid material and the like |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12159493A JPH06331521A (en) | 1993-05-24 | 1993-05-24 | Method and apparatus for measuring tensile strength of fragile solid material and the like |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06331521A true JPH06331521A (en) | 1994-12-02 |
Family
ID=14815124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12159493A Pending JPH06331521A (en) | 1993-05-24 | 1993-05-24 | Method and apparatus for measuring tensile strength of fragile solid material and the like |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06331521A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102156073A (en) * | 2011-03-07 | 2011-08-17 | 西安理工大学 | Unsaturated and saturated soil tensile strength tester based on electric control loading |
CN102901669A (en) * | 2012-08-23 | 2013-01-30 | 苏州南智传感科技有限公司 | 8-analogue-shaped soil uniaxial tensile tester |
CN103512799A (en) * | 2013-10-22 | 2014-01-15 | 葛洲坝集团试验检测有限公司 | Flexible holding device for concrete tensile test |
CN104062173A (en) * | 2014-06-24 | 2014-09-24 | 北京交通大学 | Soil tensile strength testing apparatus |
CN104849143A (en) * | 2015-05-22 | 2015-08-19 | 长沙理工大学 | Uniaxial tension device and testing method thereof |
CN105424482A (en) * | 2015-12-30 | 2016-03-23 | 重庆精榜高分子材料有限公司 | Material tensile test equipment and material tensile test method thereof |
WO2020173120A1 (en) * | 2019-02-28 | 2020-09-03 | 华南理工大学 | Chuck for lithium ion battery diaphragm wet compression test and test method thereof |
-
1993
- 1993-05-24 JP JP12159493A patent/JPH06331521A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102156073A (en) * | 2011-03-07 | 2011-08-17 | 西安理工大学 | Unsaturated and saturated soil tensile strength tester based on electric control loading |
CN102901669A (en) * | 2012-08-23 | 2013-01-30 | 苏州南智传感科技有限公司 | 8-analogue-shaped soil uniaxial tensile tester |
CN103512799A (en) * | 2013-10-22 | 2014-01-15 | 葛洲坝集团试验检测有限公司 | Flexible holding device for concrete tensile test |
CN104062173A (en) * | 2014-06-24 | 2014-09-24 | 北京交通大学 | Soil tensile strength testing apparatus |
CN104849143A (en) * | 2015-05-22 | 2015-08-19 | 长沙理工大学 | Uniaxial tension device and testing method thereof |
CN105424482A (en) * | 2015-12-30 | 2016-03-23 | 重庆精榜高分子材料有限公司 | Material tensile test equipment and material tensile test method thereof |
WO2020173120A1 (en) * | 2019-02-28 | 2020-09-03 | 华南理工大学 | Chuck for lithium ion battery diaphragm wet compression test and test method thereof |
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