JPH08334446A - Early strength measuring method for shotcrete - Google Patents
Early strength measuring method for shotcreteInfo
- Publication number
- JPH08334446A JPH08334446A JP13965095A JP13965095A JPH08334446A JP H08334446 A JPH08334446 A JP H08334446A JP 13965095 A JP13965095 A JP 13965095A JP 13965095 A JP13965095 A JP 13965095A JP H08334446 A JPH08334446 A JP H08334446A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- sprayed
- early strength
- impact
- 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.)
- Pending
Links
Landscapes
- 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、被吹付部に吹付けたコ
ンクリートの早期強度を測定する吹付コンクリートの早
期強度測定方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring early strength of sprayed concrete for measuring early strength of concrete sprayed on a portion to be sprayed.
【0002】[0002]
【従来の技術】従来、吹付コンクリートの早期強度の測
定は、例えば掘削したトンネルの面に吹付けたコンクリ
ート等を対象としている。そして、吹付けたコンクリー
トの強度を早い時期に知ることで、それ以降に吹付ける
コンクリートの条件を変更したりすることができる。す
なわち、吹付けたコンクリートに混入した急結剤の比率
等が適正であるか否かが判り、適正であれば以降の吹付
も条件を変えずに行えば良く、適正よりずれがあれば以
降の吹付をそのずれ分を修正して行うことができる。2. Description of the Related Art Conventionally, the early strength of shotcrete is measured, for example, on concrete shot on the surface of an excavated tunnel. By knowing the strength of the sprayed concrete at an early stage, the conditions of the sprayed concrete can be changed thereafter. That is, it is possible to know whether or not the ratio of the quick-setting admixture mixed in the sprayed concrete is appropriate, and if appropriate, the subsequent spraying can be performed without changing the conditions. The spraying can be performed by correcting the deviation.
【0003】このように、吹付コンクリートの早期強度
の測定は、コンクリートの現場での品質管理として重要
であり、従来はプルアウト試験によって測定していた。
このプルアウト試験は、図5に示すように、ピン21が
固定された型枠20を適当数用意し、この内に型枠20
にピン21が埋め込むようにして試験するコンクリート
Cを吹付ける。そして、所定時間後、反対側よりピン2
1を引き抜き、このとき引き抜き力Pと破壊コーンの剪
断面Aにより剪断強度を求め、これを圧縮強度に換算し
ていた。As described above, the measurement of early strength of shotcrete is important for quality control of concrete on site, and conventionally, it was measured by pull-out test.
In this pull-out test, as shown in FIG. 5, an appropriate number of molds 20 to which pins 21 are fixed are prepared.
Spray the concrete C to be tested so that the pin 21 is embedded in it. Then, after a predetermined time, from the other side, pin 2
1 was pulled out, at this time, the shear strength was obtained from the pulling force P and the shearing surface A of the breaking cone, and this was converted into compressive strength.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、プルア
ウト試験は破壊式であるので、被吹付部と別にコンクリ
ートを吹付けなければならず、作業が繁雑になるため現
場での日常管理試験には適していないという問題があっ
た。しかも、検出精度も悪かった。However, since the pull-out test is a destructive type, concrete must be sprayed separately from the part to be sprayed, and the work becomes complicated, so it is suitable for daily management tests on site. There was a problem of not having. Moreover, the detection accuracy was also poor.
【0005】本発明は、上記した従来の問題を確実に解
消し、簡単でしかも精度の良い吹付コンクリートの早期
強度測定方法を提供することを目的としている。An object of the present invention is to reliably solve the above-mentioned conventional problems, and to provide a simple and accurate method for measuring early strength of shotcrete.
【0006】[0006]
【課題を解決するための手段】本発明は、上記目的を達
成するために、被吹付部に吹付けたコンクリートの早期
強度を測定する吹付コンクリートの早期強度測定方法に
おいて、前記被吹付部に吹付けたコンクリートに対し、
打撃子を常に一定のインパクトエネルギーで打撃し、そ
の反発速度を検出部で検出して強度に応じた反発値を算
出し、その際前記打撃子の打撃面がコンクリートの凹凸
に影響を受けにくい径を有し、前記打撃するインパクト
エネルギーが15Nmmないし700Nmmに設定したことを
特徴としている。In order to achieve the above-mentioned object, the present invention provides a method for measuring early strength of concrete sprayed on a portion to be sprayed, in a method for measuring early strength of concrete to be sprayed onto the portion to be sprayed. For the attached concrete,
The impact element is always impacted with a constant impact energy, and the repulsion speed is detected by the detection unit to calculate the repulsion value according to the strength, in which case the impact surface of the impact element has a diameter that is not easily affected by the irregularities of concrete. And the impact energy of the impact is set to 15 Nmm to 700 Nmm.
【0007】さらに、本発明は前記被吹付部に吹付けた
コンクリートの測定面を平面化処理を行った後、測定を
行うと、効果的である。Further, the present invention is effective when the measurement is performed after the measurement surface of the concrete sprayed on the sprayed portion is flattened.
【0008】[0008]
【実施例】吹付コンクリートの早期強度の測定は、トン
ネルの切羽の近くである悪条件下で使用されることが多
い。従って、測定は次のような条件を満足することが要
求される。EXAMPLE The early strength measurement of shotcrete is often used under adverse conditions near the face of the tunnel. Therefore, the measurement is required to satisfy the following conditions.
【0009】1日材令の強度測定のため、20〜100
kg/cm2の範囲を測定可能であること、平均値が出せるこ
と、ポータブルタイプであること、防水タイプであるこ
と、バッテリー式であること、現場でプリントアウトで
きることである。20 to 100 for measuring the strength of the 1-day age
It is possible to measure in the range of kg / cm 2 , be able to obtain an average value, be a portable type, be a waterproof type, be a battery type, and be able to print out on site.
【0010】これらの諸条件をすべてクリアすること
は、極めて困難であり、従来の非破壊の反発式コンクリ
ート強度試験器では低強度を測定できても100kg/cm2
以上であり、20〜100kg/cm2の測定範囲を精度よく
測定することができない。It is extremely difficult to satisfy all of these conditions, and even if the conventional non-destructive repulsive concrete strength tester can measure low strength, it is 100 kg / cm 2
As described above, the measurement range of 20 to 100 kg / cm 2 cannot be accurately measured.
【0011】本願発明者は、従来の反発式試験器がコン
クリート早期強度の測定に適さない原因について種々考
察を行った。その結果、反発式コンクリート強度試験器
では被測定物の強度が小さいため、打撃子の打撃によっ
て被測定物が凹んでしまい、強度に応じた反発が得られ
ないことが判明した。そこで、打撃子の打撃力を弱くし
て行ったが、今度は被測定物の強度が異なっていても反
発の大きさに差が生ぜず、測定誤差が大きくなり過ぎる
ため、到底使用できないことが判明した。The inventor of the present application has made various studies on the reason why the conventional repulsion tester is not suitable for measuring the early strength of concrete. As a result, it was found that in the repulsion type concrete strength tester, the strength of the object to be measured is small, and therefore the object to be measured is dented by the impact of the impacting element, and the repulsion according to the strength cannot be obtained. Therefore, the impact force of the striker was weakened, but this time, even if the strength of the measured object was different, the difference in repulsion did not occur, and the measurement error became too large, so it could not be used at all. found.
【0012】そこで、本発明はコンクリート早期強度の
測定に、図1に示すような、例えば磁石(図示せず)を
内蔵した打撃子2を常に15Nmmないし700Nmmの一定
のインパクトエネルギーで打撃し、その反発速度を例え
ばコイルを備えた検出部3で検出する測定器1を用い
る。この測定器1について説明すると、ローディングチ
ューブ4を下ろすと、ラック5、ギヤ6を介してキャッ
チチャック7を持ち上げ、そしてインパクトスプリング
8がある点まで圧縮されると、キャッチチャック7が打
撃子2を離し、打撃子2がインパクトスプリング8によ
って被測定面を打撃するものである。そして、磁石を内
蔵した打撃子2が検出部3を通過することにより、イン
パクト時とリバウンド時でその速度に応じた電圧が誘導
され、その速度差から反発値が算出し、反発値から圧縮
強度を導くことができる。この場合、測定器1はその打
撃子2の打撃面2aがコンクリートの凹凸に影響を受け
にくい径、例えば4mm以上の径にし、さらに測定する部
分をこてやグラインダー等で凹凸を平らにしてから測定
するようにした。なお、この測定は図2に示すように、
測定器1を測定するコンクリート面Cに対し打撃方向が
ほぼ垂直になるように位置あわせをして行う。Therefore, according to the present invention, for measuring the early strength of concrete, as shown in FIG. 1, for example, a hitting element 2 having a built-in magnet (not shown) is always hit with a constant impact energy of 15 Nmm to 700 Nmm. For example, the measuring device 1 that detects the repulsion speed by the detection unit 3 including a coil is used. The measuring device 1 will be described. When the loading tube 4 is lowered, the catch chuck 7 is lifted via the rack 5 and the gear 6, and when the impact spring 8 is compressed to a certain point, the catch chuck 7 moves the hitting element 2 onto the hitch 2. The impacting element 2 strikes the surface to be measured by the impacting element 8 when the impacting element 8 is released. When the striker 2 having a built-in magnet passes through the detection unit 3, a voltage corresponding to the speed is induced at the time of impact and rebound, a repulsion value is calculated from the speed difference, and a compression strength is calculated from the repulsion value. Can be guided. In this case, in the measuring instrument 1, the impact surface 2a of the impact element 2 has a diameter that is not easily affected by the unevenness of concrete, for example, a diameter of 4 mm or more, and the unevenness is flattened with a trowel or a grinder. I tried to measure it. In addition, this measurement is as shown in FIG.
Positioning is performed so that the striking direction is substantially perpendicular to the concrete surface C on which the measuring device 1 is measured.
【0013】実験例 実験方法は、25〜100kgf/cm2の強度の範囲内で、
10種類の材令について行い、供試体は15×15×1
5cmの立方体として一体9点×3面=27点を打撃をす
るものとした。測定器1としては、打撃子2の打撃面2
aの径が9mm、打撃子2の重さが20g、打撃子2のイ
ンパクトエネルギーが160Nmmのものを用いた。その
結果を、表1に示す。Experimental Example The experimental method is as follows within the range of strength of 25 to 100 kgf / cm 2 .
10 kinds of materials are used, and the test piece is 15 × 15 × 1
As a 5 cm cube, 9 points x 3 faces = 27 points were hit. As the measuring device 1, the impact surface 2 of the impact element 2 is used.
The diameter of a was 9 mm, the weight of the striker 2 was 20 g, and the impact energy of the striker 2 was 160 Nmm. The results are shown in Table 1.
【0014】[0014]
【表1】 [Table 1]
【0015】表1から各供試体の変動係数に着目すると
10%程度に納まっているが、各測定値の最小・最大の
範囲を図示すると、図3に示すように、かなりの幅をも
っていることが判る。また、本実験では目標強度の下方
のデータも得られたので、2次曲線で回帰を行い、以下
のような回帰式を得た。Focusing on the coefficient of variation of each sample from Table 1, it is within about 10%, but the minimum and maximum range of each measured value is shown in FIG. 3 and has a considerable range. I understand. Further, since data below the target intensity was obtained in this experiment, regression was performed using a quadratic curve to obtain the following regression equation.
【0016】σ=0.014R2−0.17R+5.2 相関係数:0.98 また、データと回帰式の関係を図4のグラフに示す。Σ = 0.014R 2 -0.17R + 5.2 Correlation coefficient: 0.98 The relationship between the data and the regression equation is shown in the graph of FIG.
【0017】上記のように、実験はまずまずの結果が得
られた。その理由について考察すると、反発式の試験器
でも反発の大きさでなく反発速度を検出するものなら
ば、インパクトエネルギーが小さくてもコンクリート圧
縮強度の大きさに応じた速度になり、コンクリートの早
期強度の測定として必要な20〜100kg/cm2範囲を検
出できるものであると思われる。As stated above, the experiment yielded decent results. Considering the reason, if the repulsion type tester detects the repulsion speed instead of the repulsion level, the speed will be according to the concrete compressive strength even if the impact energy is small, and the early strength of the concrete It seems that it is possible to detect the range of 20 to 100 kg / cm 2 which is necessary for the measurement.
【0018】なお、上記測定器1は電気的に測定するの
で、コンピュータに接続して測定値平均値を出したり、
異常値を自動的に除外したりする処理が行うことができ
る。さらに、測定器1はポータブルタイプで、バッテリ
ー式にでき、しかも測定値を現場でプリントアウトする
ことができる。また、防水、防塵対策として打撃子2に
出る開口部分にフェルトをつけたり、さらに、測定器1
の検出部3とローディングチューブ4の間を蛇腹で覆う
ようにしても良い。また、測定器1は蛇腹で打撃子2に
出る開口を除き、すべてを覆うようにしても良い。Since the measuring instrument 1 makes an electrical measurement, it can be connected to a computer to output an average value of measured values,
Processing such as automatically excluding abnormal values can be performed. Further, the measuring device 1 is a portable type, can be of a battery type, and the measured values can be printed out on site. In addition, as a waterproof and dustproof measure, a felt is attached to the opening portion of the striker 2, and the measuring device 1
The space between the detection unit 3 and the loading tube 4 may be covered with a bellows. Further, the measuring instrument 1 may cover the whole of the striking element 2 except for the opening that appears in the striker 2.
【0019】[0019]
【発明の効果】請求項1の構成によれば、被吹付部に吹
付けたコンクリートに対し、磁石を内蔵した打撃子を常
に一定のインパクトエネルギーで打撃し、その反発速度
をコイルを備えた検出部で検出して強度に応じた反発値
を算出し、その際前記打撃子の打撃面がコンクリートの
凹凸に影響を受けにくい径を有し、前記打撃するインパ
クトエネルギーが15Nmmないし700Nmmに設定したの
で、20〜100kg/cm2の測定範囲を精度よく測定する
ことができ、吹付コンクリートの早期強度測定を非破壊
式で、簡単かつ正確にに行うことができる。According to the structure of the first aspect of the present invention, the impact element containing the magnet is always impacted with a constant impact energy against the concrete sprayed on the sprayed portion, and the repulsion speed is detected by the coil. The impact value for impact is set to 15 Nmm to 700 Nmm because the impact surface of the impact element has a diameter that is not easily affected by the unevenness of concrete, and the impact energy is set to 15 Nmm to 700 Nmm. The measurement range of 20 to 100 kg / cm 2 can be accurately measured, and the early strength measurement of shotcrete can be easily and accurately performed by the nondestructive method.
【0020】請求項2の構成によれば、被吹付部に吹付
けたコンクリートの測定面を平面化処理を行った後、測
定を行うので、測定誤差が少なく正確度を増すことがで
きる。According to the structure of claim 2, since the measurement is performed after the measurement surface of the concrete sprayed on the sprayed portion is flattened, the measurement error is small and the accuracy can be increased.
【図1】図1は本発明に適用される測定器の断面図であ
る。FIG. 1 is a sectional view of a measuring instrument applied to the present invention.
【図2】図2は測定時状態を示す説明図である。FIG. 2 is an explanatory diagram showing a state during measurement.
【図3】図3は実験結果のデータを示すグラフである。FIG. 3 is a graph showing data of experimental results.
【図4】図4は実験結果のデータと回帰式の関係を示す
グラフである。FIG. 4 is a graph showing the relationship between experimental result data and a regression equation.
【図5】図5は従来のプルアウト試験を示す説明図であ
る。FIG. 5 is an explanatory diagram showing a conventional pullout test.
1 測定器 2 打撃子 3 検出部 1 Measuring instrument 2 Impact element 3 Detector
Claims (2)
強度を測定する吹付コンクリートの早期強度測定方法に
おいて、 前記被吹付部に吹付けたコンクリートに対し、打撃子を
常に一定のインパクトエネルギーで打撃し、その反発速
度を検出部で検出して強度に応じた反発値を算出し、そ
の際前記打撃子の打撃面がコンクリートの凹凸に影響を
受けにくい径を有し、前記打撃するインパクトエネルギ
ーが15Nmmないし700Nmmに設定したことを特徴とす
る吹付コンクリートの早期強度測定方法。1. A method for measuring early strength of sprayed concrete for measuring early strength of concrete sprayed on a sprayed part, wherein a striker is always impacted with a constant impact energy on the concrete sprayed on the sprayed part. Then, calculate the repulsion value according to the strength by detecting the repulsion speed in the detection unit, at which time the impact surface of the impact element has a diameter that is not easily affected by the irregularities of concrete, the impact energy to impact is An early strength measuring method for shotcrete characterized by being set to 15 Nmm to 700 Nmm.
期強度測定方法において、前記被吹付部に吹付けたコン
クリートの測定面を平面化処理を行った後、測定を行う
ことを特徴とする吹付コンクリートの早期強度測定方
法。2. The method for measuring early strength of sprayed concrete according to claim 1, wherein the measurement is performed after flattening the measurement surface of the concrete sprayed onto the sprayed portion. Method for measuring early strength of concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13965095A JPH08334446A (en) | 1995-06-06 | 1995-06-06 | Early strength measuring method for shotcrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13965095A JPH08334446A (en) | 1995-06-06 | 1995-06-06 | Early strength measuring method for shotcrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08334446A true JPH08334446A (en) | 1996-12-17 |
Family
ID=15250217
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13965095A Pending JPH08334446A (en) | 1995-06-06 | 1995-06-06 | Early strength measuring method for shotcrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08334446A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002267583A (en) * | 2001-03-09 | 2002-09-18 | Fuji Tekku Kk | Compression strength estimation method for concrete and compression strength estimation method for concrete of structure |
KR20020086836A (en) * | 2002-09-12 | 2002-11-20 | 서 치 호 | The face hitting rebound test machine for nondestructive test of concrete compressive strength |
JP2006349566A (en) * | 2005-06-17 | 2006-12-28 | Nodakku Kk | Test hammer for underwater evaluation and concrete compression strength evaluation method |
CN112213215A (en) * | 2020-09-02 | 2021-01-12 | 廊坊市阳光建设工程质量检测有限公司 | Method for detecting compressive strength of concrete through combined resilience |
CN114878384A (en) * | 2022-07-08 | 2022-08-09 | 中铁十八局集团第四工程有限公司 | Concrete strength testing device and method |
-
1995
- 1995-06-06 JP JP13965095A patent/JPH08334446A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002267583A (en) * | 2001-03-09 | 2002-09-18 | Fuji Tekku Kk | Compression strength estimation method for concrete and compression strength estimation method for concrete of structure |
KR20020086836A (en) * | 2002-09-12 | 2002-11-20 | 서 치 호 | The face hitting rebound test machine for nondestructive test of concrete compressive strength |
JP2006349566A (en) * | 2005-06-17 | 2006-12-28 | Nodakku Kk | Test hammer for underwater evaluation and concrete compression strength evaluation method |
CN112213215A (en) * | 2020-09-02 | 2021-01-12 | 廊坊市阳光建设工程质量检测有限公司 | Method for detecting compressive strength of concrete through combined resilience |
CN114878384A (en) * | 2022-07-08 | 2022-08-09 | 中铁十八局集团第四工程有限公司 | Concrete strength testing device and method |
CN114878384B (en) * | 2022-07-08 | 2022-11-04 | 中铁十八局集团第四工程有限公司 | Concrete strength testing device and method |
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