JP2020139909A - Method of estimating drying shrinkage strain - Google Patents
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- JP2020139909A JP2020139909A JP2019037627A JP2019037627A JP2020139909A JP 2020139909 A JP2020139909 A JP 2020139909A JP 2019037627 A JP2019037627 A JP 2019037627A JP 2019037627 A JP2019037627 A JP 2019037627A JP 2020139909 A JP2020139909 A JP 2020139909A
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- 238000001035 drying Methods 0.000 title claims abstract description 124
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Abstract
Description
本発明は、セメントペースト硬化体、コンクリート、およびモルタル(以下「セメント質硬化体」という。)の、JIS A 1129−1、JIS A 1129−2、またはJIS A 1129−3(以下「JIS A 1129−1〜3」という。)に準拠して測定した、乾燥期間が6か月における乾燥収縮ひずみの値を早期に推定する、乾燥収縮ひずみの推定方法に関する。 The present invention relates to a hardened cement paste, concrete, and mortar (hereinafter referred to as "hardened cementum"), JIS A 1129-1, JIS A 1129-2, or JIS A 1129-3 (hereinafter "JIS A 1129"). It relates to a method for estimating dry shrinkage strain, which estimates the value of dry shrinkage strain at an early stage when the drying period is 6 months, which is measured according to (-1 to 3).
従来、セメント質硬化体の乾燥収縮ひずみを測定する方法は、JIS A 1129−1に規定するコンパレータを用いる方法、JIS A 1129−2に規定するコンタクトゲージを用いる方法、およびJIS A 1129−3に規定するダイヤルゲージを用いる方法がある。しかし、これらの方法はいずれも、乾燥期間が6か月における乾燥収縮ひずみの値を得るのに、6か月もの長期間を要するほか、所定の期間毎に、10cm×10cm×40cmの供試体(セメント質硬化体)の長さを測定しなければならず、測定作業に手間がかかった。 Conventionally, the method of measuring the drying shrinkage strain of a cementum hardened product is a method using a comparator specified in JIS A 1129-1, a method using a contact gauge specified in JIS A 1129-2, and a method using JIS A 1129-3. There is a method using a specified dial gauge. However, in each of these methods, it takes a long period of 6 months to obtain the value of the drying shrinkage strain when the drying period is 6 months, and the specimen of 10 cm × 10 cm × 40 cm is obtained every predetermined period. The length of the (cementum hardened body) had to be measured, which took time and effort.
そこで、特許文献1では、コンクリートの乾燥収縮ひずみを、早期に評価する方法が提案されている。該方法は、温度80℃における乾燥期間28日目の乾燥収縮ひずみの実測値と、温度20℃における最終乾燥収縮ひずみ値との関係式、または、温度80℃における最終乾燥収縮ひずみ値と、温度20℃における最終乾燥収縮ひずみ値との関係を、それぞれ一次式で近似した関係式を用いて、任意の長期材齢におけるコンクリートの乾燥収縮ひずみを早期に評価する方法である。しかし、この方法では、関係式を得るのに手間がかかるほか、温度80℃における最終乾燥収縮ひずみ値と、温度20℃における最終乾燥収縮ひずみ値との関係が線形でない場合は、評価の精度が低下する。
Therefore,
そこで、本発明は、JIS A 1129−1〜3に準拠して測定した、乾燥期間6か月における乾燥収縮ひずみの値を早期に推定する、乾燥収縮ひずみの推定方法を提供することを目的とする。 Therefore, an object of the present invention is to provide a method for estimating dry shrinkage strain, which is measured according to JIS A 1129-1 to 3 and which estimates the value of dry shrinkage strain at a drying period of 6 months at an early stage. To do.
本発明者は、前記目的にかなう乾燥収縮ひずみの推定方法を鋭意検討した結果、特定の乾燥収縮ひずみ測定装置を用いて測定した乾燥収縮ひずみの終局値に特定の係数を乗ずれば、前記目的を達成できることを見出し、本発明を完成させた。
すなわち、本発明は、以下の構成を有する乾燥収縮ひずみの推定方法である。
As a result of diligently studying a method for estimating dry shrinkage strain that meets the above object, the present inventor obtains the above object by multiplying the final value of dry shrinkage strain measured using a specific dry shrinkage strain measuring device by a specific coefficient. The present invention was completed by finding that the above can be achieved.
That is, the present invention is a method for estimating dry shrinkage strain having the following constitution.
[1]下記(A)および(B)の工程を経て取得した乾燥収縮ひずみの終局値に、表1に記載のセメントの種類に応じて選択した係数を乗じて得た値を、JIS A 1129−1〜3に準拠して測定した、乾燥期間6か月における乾燥ひずみの値として推定する、乾燥収縮ひずみの推定方法。
(A)1個以上のレーザー変位計、乾燥収縮ひずみ測定用の供試体を載置するための台座、および、該供試体の位置決め治具を、少なくとも備えた乾燥収縮ひずみ測定装置の台座の上に、円板状または四角板状の供試体を、該供試体の周囲の側面が位置決め治具と接触するように載置する、供試体の載置工程
(B)該供試体の周囲の側面に、レーザー変位計からレーザーを照射して、レーザー変位計と供試体の周囲の側面の間の距離を測定し、該距離が一定に達した時点の供試体の乾燥収縮ひずみを、該供試体の乾燥収縮ひずみの終局値として取得する、乾燥収縮ひずみの終局値の取得工程
[表1]
[2]前記供試体の位置決め治具が2本のピンであり、レーザー変位計と位置決め治具が、図1または図2に示す位置に設置されている乾燥収縮ひずみ測定装置を用いる、前記[1]に記載の乾燥収縮ひずみの推定方法。
[3]円板状の供試体を、時計回りまたは反時計回りに回転して、該供試体の周囲の側面が位置決め治具と接触した状態で、レーザー変位計と該供試体の周囲の側面の間の距離を複数回測定し、これらの距離の平均値を求め、該平均値と乾燥直前におけるレーザー変位計と該供試体の周囲の側面の間の距離との差を、乾燥直前における該供試体の直径で除した値を、該供試体の乾燥収縮ひずみとして求める、前記[1]または[2]に記載の乾燥収縮ひずみの推定方法。
[4]前記供試体の厚さが5〜20mmである、前記[1]〜[3]のいずれかに記載の乾燥収縮ひずみの推定方法。
[5]所定の乾燥期間が経過する度に、供試体を台座上に載置して、レーザー変位計と該供試体の周囲の側面の間の距離を測定する、前記[1]〜[4]のいずれかに記載の乾燥収縮ひずみの推定方法。
[6]乾燥前の供試体と同じ形状および寸法を有する金属板(基長板)を台座上に載置して、レーザー変位計と該金属板の側面の間の距離(L1)を測定した後、該金属板に代えて前記供試体を台座上に載置して、レーザー変位計と供試体の側面の間の距離(L2)を測定し、L1とL2の差(L1−L2)を金属板(基長板)の長さ(L)で除した値((L1−L2)/L)を乾燥収縮ひずみとして求める、前記[1]〜[5]のいずれかに記載の乾燥収縮ひずみの推定方法。
[7]乾燥前の供試体と同じ形状および寸法を有する金属板(基長板)を台座上に載置して、レーザー変位計と該金属板の側面の間の距離を測定し、該距離(の表示)をゼロに設定した後、該金属板に代えて前記供試体を台座上に載置して、レーザー変位計と供試体の側面の間の距離を測定して、該距離を金属板(基長板)の長さ(L)で除した値を乾燥収縮ひずみとして求める、前記[1]〜[6]のいずれかに記載の乾燥収縮ひずみの推定方法。
[1] JIS A 1129 is the value obtained by multiplying the final value of the drying shrinkage strain obtained through the steps (A) and (B) below by a coefficient selected according to the type of cement shown in Table 1. A method for estimating drying shrinkage strain, which is estimated as a value of drying strain in a drying period of 6 months, measured according to -1 to 3.
(A) On a pedestal of a drying shrinkage strain measuring device equipped with at least one laser displacement meter, a pedestal for mounting a specimen for measuring drying shrinkage strain, and a positioning jig for the specimen. A disk-shaped or square plate-shaped specimen is placed on the specimen so that the side surface around the specimen is in contact with the positioning jig. (B) A side surface around the specimen. The distance between the laser displacement meter and the peripheral side surface of the specimen is measured by irradiating a laser from the laser displacement meter, and the drying shrinkage strain of the specimen when the distance reaches a certain value is determined by the specimen. Step of acquiring the ultimate value of the drying shrinkage strain, which is acquired as the ultimate value of the drying shrinkage strain [Table 1]
[2] The drying shrinkage strain measuring device is used in which the positioning jig of the specimen is two pins and the laser displacement meter and the positioning jig are installed at the positions shown in FIGS. 1 or 2. 1] The method for estimating dry shrinkage strain.
[3] Rotate the disk-shaped specimen clockwise or counterclockwise, and with the peripheral side surface of the specimen in contact with the positioning jig, the laser displacement meter and the peripheral side surface of the specimen. The distance between the two was measured multiple times, the average value of these distances was calculated, and the difference between the average value and the distance between the laser displacement meter immediately before drying and the side surface around the specimen was determined by the difference immediately before drying. The method for estimating dry shrinkage strain according to the above [1] or [2], wherein a value divided by the diameter of the specimen is obtained as the dry shrinkage strain of the specimen.
[4] The method for estimating dry shrinkage strain according to any one of [1] to [3] above, wherein the specimen has a thickness of 5 to 20 mm.
[5] Each time a predetermined drying period elapses, the specimen is placed on a pedestal, and the distance between the laser displacement meter and the side surface around the specimen is measured. ]. The method for estimating dry shrinkage strain according to any one of.
[6] A metal plate (base length plate) having the same shape and dimensions as the specimen before drying is placed on a pedestal, and the distance (L 1 ) between the laser displacement meter and the side surface of the metal plate is measured. After that, the specimen was placed on a pedestal instead of the metal plate, the distance (L 2 ) between the laser displacement meter and the side surface of the specimen was measured, and the difference between L 1 and L 2 (L). The value ((L 1- L 2 ) / L) obtained by dividing 1- L 2 ) by the length (L) of the metal plate (base length plate) is obtained as the drying shrinkage strain of the above [1] to [5]. The method for estimating dry shrinkage strain according to any one.
[7] A metal plate (base length plate) having the same shape and dimensions as the specimen before drying is placed on a pedestal, and the distance between the laser displacement meter and the side surface of the metal plate is measured, and the distance is measured. After setting (indication) to zero, the specimen is placed on a pedestal in place of the metal plate, the distance between the laser displacement meter and the side surface of the specimen is measured, and the distance is set to metal. The method for estimating dry shrinkage strain according to any one of [1] to [6] above, wherein the value divided by the length (L) of the plate (base length plate) is obtained as the dry shrinkage strain.
本発明の乾燥収縮ひずみの推定方法は、JIS A 1129−1〜3に準拠して測定した、セメント質硬化体の乾燥期間6か月における乾燥収縮ひずみを、早期に精度よく推定できる。また、本発明で用いる供試体は、JIS A 1129−1〜3で用いる供試体に比べ小さく、供試体を動かすなどの作業が容易なため、乾燥収縮ひずみの測定作業の労力を大幅に軽減できる。 The method for estimating the drying shrinkage strain of the present invention can accurately estimate the drying shrinkage strain of a cementum-hardened product at a drying period of 6 months, which is measured according to JIS A 1129-1 to 3. Further, the specimen used in the present invention is smaller than the specimen used in JIS A 1129-1 to 3, and the work such as moving the specimen is easy, so that the labor for measuring the drying shrinkage strain can be significantly reduced. ..
本発明は、前記(A)および(B)の工程を経て取得した乾燥収縮ひずみの終局値に、表1に記載のセメントの種類に応じて選択した係数を乗じて得た値を、JIS A 1129−1〜3に準拠して測定した、乾燥期間6か月における乾燥ひずみの値として推定する、乾燥収縮ひずみの推定方法である。
以下、本発明について、乾燥収縮ひずみ測定装置、乾燥収縮ひずみの測定と乾燥収縮ひずみの終局値の取得、および、乾燥収縮ひずみの推定方法に分けて詳細に説明する。
In the present invention, JIS A is obtained by multiplying the final value of the drying shrinkage strain obtained through the steps (A) and (B) by a coefficient selected according to the type of cement shown in Table 1. This is a method for estimating dry shrinkage strain, which is estimated as a value of dry strain in a drying period of 6 months, measured according to 1129-1 to 3.
Hereinafter, the present invention will be described in detail separately for a drying shrinkage strain measuring device, a drying shrinkage strain measurement, an acquisition of a final value of the dry shrinkage strain, and a method for estimating the dry shrinkage strain.
1.乾燥収縮ひずみ測定装置
(A) レーザー変位計
本発明で用いるレーザー変位計4は、特に制限されず、反射型や透過型等の市販のレーザー変位計が挙げられる。
本発明では、レーザー変位計の数を増やせばデータ数が増え、その分、測定精度が向上するが、装置はコスト高になるため、レーザー変位計の数は、好ましくは1〜4個、より好ましくは1〜2個である。
前記レーザー変位計は、台座上に載置した円板状または四角板状の供試体1の中心に向けてレーザーを照射できるように設置する。レーザー変位計の設置位置は、例えば、図1や図2に示す位置が挙げられる。
1. 1. Drying Shrink Strain Measuring Device (A) Laser Displacement Meter The
In the present invention, if the number of laser displacement meters is increased, the number of data is increased and the measurement accuracy is improved accordingly, but the cost of the apparatus is high. Therefore, the number of laser displacement meters is preferably 1 to 4. The number is preferably 1 or 2.
The laser displacement meter is installed so that the laser can be irradiated toward the center of the disk-shaped or square plate-
(B)台座
本発明で用いる台座2は、乾燥収縮ひずみ測定用の供試体を載置するために用いる。台座の形状は、特に限定されず、例えば、図1や図2に示す正方形の板状や、円板状である。また、測定精度の向上のために、台座は水平に保たれていることが好ましい。
さらに、当該台座は、熱や衝撃による変形を防止するため、好ましくはインバー鋼材を用いて製造する。
(B) Pedestal The
Further, the pedestal is preferably manufactured using Invar steel material in order to prevent deformation due to heat or impact.
さらに、台座は、乾燥収縮ひずみ測定用の供試体を支持するための支持部材5を設置してもよい。支持部材を設置すると、乾燥収縮ひずみ測定用の供試体と台座の間の熱の移動を低減できるため、乾燥収縮ひずみの測定精度が向上する。
支持部材の形状は、特に制限されず、図3に示すような球状(図3では、支持部材の下部の一部が、台座に埋め込まれている。)や、柱状等が挙げられる。なお、支持部材を柱状にする場合は、上部を半球状にすることが好ましい。
支持部材の数は、3点以上あれば供試体を安定して載置できるから好ましいが、支持部材を多くすると装置の製造に手間がかかる。そのため、支持部材の数は3〜4が好ましい。また、前記支持部材は、供試体を安定して載置するためには、正三角形または正方形を形成するように設置するのが好ましい。図3は、支持部材が正方形を形成するように設置されている例である。
さらに、支持部材は、熱や衝撃による変形を防止するため、好ましくはインバー鋼材を用いて製造する。
Further, the pedestal may be provided with a
The shape of the support member is not particularly limited, and examples thereof include a spherical shape as shown in FIG. 3 (in FIG. 3, a part of the lower portion of the support member is embedded in the pedestal), a columnar shape, and the like. When the support member is columnar, it is preferable that the upper portion is hemispherical.
It is preferable that the number of support members is 3 or more because the specimen can be stably placed, but if the number of support members is increased, it takes time and effort to manufacture the device. Therefore, the number of support members is preferably 3 to 4. Further, the support member is preferably installed so as to form an equilateral triangle or a square in order to stably place the specimen. FIG. 3 shows an example in which the support members are installed so as to form a square.
Further, the support member is preferably manufactured using Invar steel material in order to prevent deformation due to heat or impact.
(C)位置決め治具
本発明で用いる位置決め治具3は、供試体の乾燥収縮ひずみを測定する際に、供試体の載置位置を決めて固定するために用いるもので、例えば、図1や図2に示すように、台座上に倒立した状態で設置してなる2本のピン等が挙げられる。図1や図2では、乾燥期間が0(ゼロ)日の時点で、円板状の供試体を台座に載置した場合、円板状の供試体の中心と台座の中心が一致するように、位置決め治具が円板状の供試体の周囲の側面と接触する位置に設置されている。なお、当該位置決め治具は、台座上のほかに台座の外側に設置しても良い。
さらに、当該位置決め治具は、熱や衝撃による変形を防止するため、好ましくはインバー鋼材を用いて製造する。
(C) Positioning Jig The
Further, the positioning jig is preferably manufactured using Invar steel material in order to prevent deformation due to heat or impact.
また、本発明の乾燥収縮ひずみ測定装置は、レーザー変位計、台座、および位置決め治具を、基盤を用いて一体化して構成することが好ましい。この場合、レーザー変位計、台座、および位置決め治具を設置するために用いる基盤は、熱や衝撃による変形を防止するため、好ましくはインバー鋼材を用いて製造する。 Further, in the drying shrinkage strain measuring device of the present invention, it is preferable that the laser displacement meter, the pedestal, and the positioning jig are integrated by using a base. In this case, the base used for installing the laser displacement meter, the pedestal, and the positioning jig is preferably manufactured using Invar steel material in order to prevent deformation due to heat or impact.
2.乾燥収縮ひずみの測定と乾燥収縮ひずみの終局値の取得
本発明において乾燥収縮ひずみの測定は、まず、前記乾燥収縮ひずみ測定装置の台座上に、円板状または四角板状の供試体を、該供試体の周囲の側面が位置決め治具と接触するように載置する(供試体の載置工程)。
本発明では、(1)別の場所で乾燥している供試体を、所定の乾燥期間毎に台座上に載置して、乾燥収縮ひずみを測る方法と、(2)台座上に供試体を載置したままの状態で、供試体を乾燥して、所定の乾燥期間毎に、乾燥収縮ひずみを測る方法、のいずれも可能であるが、多数の供試体の乾燥収縮ひずみを並行して測定できるため、前記(1)の方法が好ましい。
本発明において、供試体が円板状の場合、供試体の直径は、10〜30cmであれば、供試体の製造は容易で、また供試体の乾燥が速くなり好ましい。なお、供試体の直径は、より好ましくは10〜20cmである。また、供試体の厚さは、5〜20mmであれば供試体は割れ難く、また供試体の乾燥がさらに速くなるため好ましい。なお、供試体の厚さは、より好ましくは6〜18mm、さらに好ましくは7〜15mm、特に好ましくは8〜12mmである。
また、供試体が四角板状の場合、四角板の1辺の長さは、好ましくは10〜30cm、より好ましくは10〜20cmであり、さらに好ましくは、1辺の長さが10〜30cmの正方形、特に好ましくは、1辺の長さが10〜20cmの正方形である。1辺の長さが10〜30cmであれば、供試体の製造は容易で、また供試体の乾燥が速くなる。また、四角板状の供試体の厚さは、好ましくは5〜20mm、より好ましくは6〜18mm、さらに好ましくは7〜15mm、特に好ましくは8〜12mmである。供試体の厚さが5〜20mmであれば、供試体は割れ難く、また供試体の乾燥はさらに速くなる。
なお、本発明の乾燥収縮ひずみ測定装置の台座に支持部材が設置されている場合、該支持部材上に、円板状または四角板状の供試体の周囲の側面が位置決め治具と接触するように、該供試体を載置する。
2. 2. Measurement of Dry Shrink Strain and Acquisition of Ultimate Value of Dry Shrink Strain In the present invention, the measurement of dry shrink strain is performed by first placing a disk-shaped or square plate-shaped specimen on the pedestal of the dry shrink strain measuring device. The specimen is placed so that the side surface around the specimen comes into contact with the positioning jig (step of placing the specimen).
In the present invention, (1) a method of placing a specimen dried in another place on a pedestal at a predetermined drying period and measuring the drying shrinkage strain, and (2) placing the specimen on the pedestal. It is possible to measure the drying shrinkage strain of a large number of specimens in parallel by drying the specimen while it is still placed and measuring the drying shrinkage strain at predetermined drying periods. Therefore, the method (1) described above is preferable.
In the present invention, when the specimen is in the shape of a disk and the diameter of the specimen is 10 to 30 cm, it is preferable that the specimen is easy to manufacture and the specimen dries quickly. The diameter of the specimen is more preferably 10 to 20 cm. Further, if the thickness of the specimen is 5 to 20 mm, the specimen is not easily cracked and the specimen dries even faster, which is preferable. The thickness of the specimen is more preferably 6 to 18 mm, further preferably 7 to 15 mm, and particularly preferably 8 to 12 mm.
When the specimen is in the shape of a square plate, the length of one side of the square plate is preferably 10 to 30 cm, more preferably 10 to 20 cm, and even more preferably 10 to 30 cm on one side. A square, particularly preferably a square with a side length of 10 to 20 cm. If the length of one side is 10 to 30 cm, the specimen can be easily manufactured and the specimen can be dried quickly. The thickness of the square plate-shaped specimen is preferably 5 to 20 mm, more preferably 6 to 18 mm, still more preferably 7 to 15 mm, and particularly preferably 8 to 12 mm. If the thickness of the specimen is 5 to 20 mm, the specimen is hard to crack and the specimen dries even faster.
When a support member is installed on the pedestal of the drying shrinkage strain measuring device of the present invention, the side surface around the disk-shaped or square plate-shaped specimen is in contact with the positioning jig on the support member. The specimen is placed in the space.
本発明における乾燥収縮ひずみの測定では、レーザー変位計を用いて供試体の周囲の側面にレーザーを照射して、レーザー変位計と供試体の周囲の側面の間の距離を測定することにより、供試体の乾燥収縮ひずみを測る。そして、レーザー変位計と供試体の周囲の側面の間の距離が一定に達した時点の供試体の乾燥収縮ひずみを、該供試体の乾燥収縮ひずみの終局値として取得する(乾燥収縮ひずみの終局値の取得工程)。ここで、レーザー変位計と供試体の周囲の側面の間の距離が一定に達した時点とは、7日間での当該距離の変化量が0.001mm以下になった時点を意味する。
本発明において、乾燥収縮ひずみの測定精度を向上させるため、好ましくは、供試体は円板状であり、該供試体を時計回りまたは反時計回りに回転して、該供試体の周囲の側面が位置決め治具と接触した状態で、レーザー変位計と供試体の周囲の側面の間の距離を、複数回、好ましくは3〜5回測る。例えば、図1に示す供試体の点aを測定した後、供試体を時計回りに90°回転して点bを測定し、さらに時計回りに90°回転して点cを測定して、3点の平均値を求め、該平均値と乾燥直前におけるレーザー変位計と該供試体の周囲の側面の間の距離との差を、乾燥直前における該供試体の直径で除した値を乾燥収縮ひずみとして求める。
なお、本発明における乾燥収縮ひずみの測定では、乾燥収縮ひずみの測定間隔は任意であるが、乾燥収縮ひずみの終局値を早期に得るためや、測定の手間を軽減するため、好ましくは乾燥期間1〜10日毎、より好ましくは乾燥期間1〜7日毎である。
In the measurement of drying shrinkage strain in the present invention, a laser displacement meter is used to irradiate the peripheral side surface of the specimen with a laser, and the distance between the laser displacement meter and the peripheral side surface of the specimen is measured. Measure the drying shrinkage strain of the specimen. Then, the drying shrinkage strain of the specimen at the time when the distance between the laser displacement meter and the side surface around the specimen reaches a certain value is acquired as the ultimate value of the drying shrinkage strain of the specimen (the ultimate drying shrinkage strain). Value acquisition process). Here, the time when the distance between the laser displacement meter and the side surface around the specimen reaches a constant means the time when the amount of change in the distance in 7 days becomes 0.001 mm or less.
In the present invention, in order to improve the measurement accuracy of the drying shrinkage strain, the specimen is preferably in the shape of a disk, and the specimen is rotated clockwise or counterclockwise so that the peripheral side surface of the specimen is formed. In contact with the positioning jig, measure the distance between the laser displacement meter and the peripheral side surface of the specimen a plurality of times, preferably 3 to 5 times. For example, after measuring the point a of the specimen shown in FIG. 1, the specimen is rotated 90 ° clockwise to measure the point b, and further rotated 90 ° clockwise to measure the point c. The average value of the points was calculated, and the difference between the average value and the distance between the laser displacement meter immediately before drying and the side surface around the specimen was divided by the diameter of the specimen immediately before drying to obtain the drying shrinkage strain. Ask as.
In the measurement of the drying shrinkage strain in the present invention, the measurement interval of the drying shrinkage strain is arbitrary, but in order to obtain the final value of the drying shrinkage strain at an early stage and to reduce the labor of measurement, the
また、本発明における乾燥収縮ひずみの測定では、乾燥収縮ひずみをより正確に測定するために、乾燥前の供試体と同じ形状および寸法を有する金属板(基長板)を台座上に載置して、レーザー変位計と該金属板の側面の間の距離(L1)を測定した後、該金属板に代えて前記供試体を台座上に載置して、レーザー変位計と供試体の側面の間の距離(L2)を測定し、L1とL2の差(L1−L2)を金属板(基長板)の長さ(L)で除した値((L1−L2)/L)を乾燥収縮ひずみとする。
また、前記測定した距離が画面上に表示される測定装置を用いる場合、本発明における乾燥収縮ひずみの測定は、乾燥前の供試体と同じ形状および寸法を有する金属板(基長板)を台座上に載置して、レーザー変位計と該金属板の側面の間の距離を測定し、該距離(の表示)をゼロに設定した後、該金属板に代えて前記供試体を台座上に載置して、レーザー変位計と供試体の側面の間の距離を測定し、該距離を金属板(基長板)の長さ(L)で除した値を乾燥収縮ひずみとする。
前記金属板(基長板)は、温度の変化による長さの変化が同じになるよう、好ましくは台座と同じ材質の金属であり、熱や衝撃による変形を防止するため、より好ましくは、インバー鋼材である。
Further, in the measurement of the drying shrinkage strain in the present invention, in order to measure the drying shrinkage strain more accurately, a metal plate (base length plate) having the same shape and dimensions as the specimen before drying is placed on the pedestal. After measuring the distance (L 1 ) between the laser displacement meter and the side surface of the metal plate, the specimen is placed on a pedestal in place of the metal plate, and the laser displacement meter and the side surface of the specimen are placed. The distance between (L 2 ) is measured, and the difference between L 1 and L 2 (L 1- L 2 ) is divided by the length (L) of the metal plate (base length plate) ((L 1- L). 2 ) / L) is defined as the drying shrinkage strain.
Further, when the measuring device in which the measured distance is displayed on the screen is used, the measurement of the drying shrinkage strain in the present invention uses a metal plate (base length plate) having the same shape and dimensions as the specimen before drying. Place it on top, measure the distance between the laser displacement meter and the side surface of the metal plate, set the distance (indication) to zero, and then place the specimen on the pedestal in place of the metal plate. After mounting, the distance between the laser displacement meter and the side surface of the specimen is measured, and the value obtained by dividing the distance by the length (L) of the metal plate (base length plate) is defined as the drying shrinkage strain.
The metal plate (base length plate) is preferably a metal of the same material as the pedestal so that the change in length due to a change in temperature is the same, and more preferably Invar in order to prevent deformation due to heat or impact. It is a steel material.
3.乾燥収縮ひずみの推定方法
本発明の乾燥収縮ひずみの推定方法は、前記(A)および(B)の工程を経て取得した乾燥収縮ひずみの終局値に、表1に記載のセメントの種類に応じて選択した係数を乗じて得た値を、JIS A 1129−1〜3に準拠して測定した、乾燥期間6か月における乾燥ひずみの値として推定する、乾燥収縮ひずみの推定方法である。
本発明の推定方法によれば、後述する実施例に示すとおり、JIS A 1129−1〜3に準拠して測定した乾燥期間6か月におけるセメント質硬化体の乾燥収縮ひずみの値、特に、圧縮強度が18N/mm2以上のセメント質硬化体の乾燥収縮ひずみの値を、100日以内という短期間で精度よく推定できる。
また、本発明の乾燥収縮ひずみの推定方法が適用できるセメント質硬化体の種類は、特に限定されず、普通コンクリートのほか、収縮低減剤または膨張材を含むコンクリート(図5参照)、速硬型コンクリート、軽量コンクリート、および高強度コンクリート等のセメント質硬化体にも適用できる。
また、コンクリートが収縮低減剤を含む場合、収縮低減剤の単位量は、好ましくは12kg/m3以下、より好ましくは9kg/m3以下、さらに好ましく6kg/m3以下であり、また、コンクリートが膨張材を含む場合、膨張材の単位量は、好ましくは30kg/m3以下、より好ましくは25kg/m3以下、さらに好ましく20kg/m3以下である。
また、セメントが高炉セメントである場合、該セメントは、好ましくは高炉セメントA種またはB種である。セメントがシリカフュームを含む場合、セメント中のシリカフュームの含有率は、好ましくは20質量%以下である。
3. 3. Method for estimating dry shrinkage strain In the method for estimating dry shrinkage strain of the present invention, the final value of the dry shrinkage strain obtained through the steps (A) and (B) is set according to the type of cement shown in Table 1. This is a method for estimating dry shrinkage strain, in which the value obtained by multiplying the selected coefficient is estimated as the value of dry strain in a drying period of 6 months, which is measured according to JIS A 1129-1 to 3.
According to the estimation method of the present invention, as shown in Examples described later, the value of the drying shrinkage strain of the cementum hardened product during the drying period of 6 months measured in accordance with JIS A 1129-1 to 3, especially compression. The value of the drying shrinkage strain of a cementum-hardened product having a strength of 18 N / mm 2 or more can be accurately estimated within a short period of 100 days or less.
The type of cemented hardened material to which the method for estimating dry shrinkage strain of the present invention can be applied is not particularly limited, and in addition to ordinary concrete, concrete containing a shrinkage reducing agent or an expanding material (see FIG. 5), and quick-hardening type. It can also be applied to hardened cement materials such as concrete, lightweight concrete, and high-strength concrete.
When the concrete contains a shrinkage reducing agent, the unit amount of the shrinkage reducing agent is preferably 12 kg / m 3 or less, more preferably 9 kg / m 3 or less, still more preferably 6 kg / m 3 or less, and the concrete When the expanding material is included, the unit amount of the expanding material is preferably 30 kg / m 3 or less, more preferably 25 kg / m 3 or less, and further preferably 20 kg / m 3 or less.
When the cement is a blast furnace cement, the cement is preferably a blast furnace cement type A or type B. When the cement contains silica fume, the content of silica fume in the cement is preferably 20% by mass or less.
以下、本発明を実施例により説明するが、本発明はこれらの実施例に限定されない。
1.使用材料
(1)セメント(太平洋セメント社製)
(i)普通ポルトランドセメント(略号:NC)
(ii)高炉セメントB種(略号:BB)
(iii)中庸熱ポルトランドセメント(略号:MC)
(iv)低熱ポルトランドセメント(略号:LC)
(v)フライアッシュセメントC種(略号:FA)
ブレーン比表面積:3300cm2/g、フライアッシュの含有率:30質量%)
(2)細骨材(略号:S)
山砂(表乾密度2.56g/cm3)
(3)粗骨材(略号:G)
砂岩砕石(表乾密度2.61g/cm3)
(4)水(略号:W)
水道水
(5)AE減水剤(略号:LS)
リグニンスルホン酸系AE減水剤、商品名 ポゾリスNo.70[登録商標](BASF社製)
(6)AE剤
商品名 マスターエア404[登録商標](BASF社製)
(7)収縮低減剤(略号:SR)
商品名 テトラガードAS21(太平洋マテリアル社製)
(8)膨張材(略号:EX)
太平洋ハイパーエクスパン(太平洋マテリアル社製)
Hereinafter, the present invention will be described with reference to Examples, but the present invention is not limited to these Examples.
1. 1. Materials used (1) Cement (manufactured by Taiheiyo Cement)
(i) Ordinary Portland cement (abbreviation: NC)
(ii) Blast furnace cement type B (abbreviation: BB)
(iii) Moderate heat Portland cement (abbreviation: MC)
(iv) Low heat Portland cement (abbreviation: LC)
(v) Fly ash cement type C (abbreviation: FA)
Brain specific surface area: 3300 cm 2 / g, fly ash content: 30% by mass)
(2) Fine aggregate (abbreviation: S)
Mountain sand (surface dry density 2.56 g / cm 3 )
(3) Coarse aggregate (abbreviation: G)
Sandstone crushed stone (surface dry density 2.61 g / cm 3 )
(4) Water (abbreviation: W)
Tap water (5) AE water reducing agent (abbreviation: LS)
Ligno sulfonic acid-based AE water reducing agent, trade name Pozoris No. 70 [Registered Trademark] (manufactured by BASF)
(6) Air Entrainment Product Name Master Air 404 [Registered Trademark] (manufactured by BASF)
(7) Shrinkage reducing agent (abbreviation: SR)
Product name Tetra Guard AS21 (manufactured by Pacific Materials)
(8) Expansion material (abbreviation: EX)
Pacific Hyper Expand (manufactured by Pacific Materials)
2.乾燥収縮ひずみ測定用の供試体の作製
表2に示す配合に従い、前記の各材料を容量50リッターのパン型ミキサに一括して投入し、2分間混練した後、混練物を内径10cm、高さ20cmの型枠に打設して成形してコンクリートを得た。次に、該コンクリートを20℃で1日間湿空養生した後に脱型し、さらに20℃で7日間水中養生した。水中養生した後、コンクリートの高さ方向の中央部付近を切断して、直径10cm、厚さ10mmの乾燥収縮ひずみ測定用の供試体を各3個作製した。
なお、JIS A 1108「コンクリートの圧縮強度試験」に準拠して測定したコンクリートA、D、およびFの材齢28日の圧縮強度は、それぞれ47N/mm2、40N/mm2、および46N/mm2であった。
2. 2. Preparation of Specimen for Dry Shrink Strain Measurement According to the formulation shown in Table 2, each of the above materials was put into a pan-type mixer having a capacity of 50 liters, kneaded for 2 minutes, and then the kneaded product had an inner diameter of 10 cm and a height of 10 cm. It was cast into a 20 cm mold and molded to obtain concrete. Next, the concrete was moist-air-cured at 20 ° C. for 1 day, then demolded, and further water-cured at 20 ° C. for 7 days. After curing in water, the vicinity of the central portion in the height direction of the concrete was cut to prepare three specimens for measuring dry shrinkage strain having a diameter of 10 cm and a thickness of 10 mm.
The compression strength of JIS A 1108 concrete was measured according to "the concrete compressive strength test" A, D, and F age of 28 days, respectively 47N / mm 2, 40N / mm 2, and 46N / mm It was 2 .
3.供試体の乾燥収縮ひずみの測定
以下、図を用いて供試体の乾燥収縮ひずみの測定を説明する。
前記乾燥収縮ひずみ測定用の供試体1を、室温20±2℃、相対湿度60±5%の条件で乾燥した。そして、乾燥期間7日毎に、該供試体の周囲の側面が、図1に示す乾燥収縮ひずみ測定装置の位置決め治具3と接触するように台座2に載置した後、レーザー変位計4を用いて、レーザー変位計と供試体の周囲の側面の間の距離を測定した。なお、本実施例では、1個の供試体に対して3箇所(図1の点a、点b、および点c)でレーザー変位計と供試体の周囲の側面の間の距離を測定して平均値を求め、この平均値と乾燥直前におけるレーザー変位計と供試体の周囲の側面の間の距離との差を、乾燥直前における供試体の直径で除した値を当該供試体の乾燥収縮ひずみとして算出し、さらに、この3個の供試体の乾燥収縮ひずみ(平均値)を平均して、全体の乾燥収縮ひずみを算出した。その結果を図4と表3に示す。
ただし、表3中の数値の意味は以下のとおりである。
(i)「ひずみの終局値 本発明」欄内の数値は、図1の乾燥収縮ひずみ測定装置を用いて測定した乾燥収縮ひずみの終局値を示す。
(ii)「ひずみの終局値 JIS法」欄内の数値は、JIS A 1129-2「モルタル及びコンクリートの長さ変化測定方法 第2部:コンタクトゲージ方法」(以下「JIS法」という。)に準拠して測定した、乾燥収縮ひずみの終局値を示す。
(iii)「乾燥期間6か月のひずみの実測値」欄内の数値は、前記JIS法に準拠して測定した、乾燥期間6か月における乾燥収縮ひずみの値(実測値)を示す(比較例)。
(iv)「乾燥期間6か月のひずみの推定値」欄内の数値は、実施例として、乾燥収縮ひずみの終局値に、表1から供試体中のセメントの種類に応じて選択した係数を乗じて得た値(推定値)を示す(実施例)。
3. 3. Measurement of drying shrinkage strain of specimen The measurement of drying shrinkage strain of specimen will be described below with reference to the figure.
The
However, the meanings of the numerical values in Table 3 are as follows.
(i) Ultimate value of strain The numerical value in the column of "the present invention" indicates the ultimate value of dry shrinkage strain measured by using the dry shrinkage strain measuring device of FIG.
(ii) The numerical value in the "Ultimate value of strain JIS method" column is described in JIS A 1129-2 "Mortar and concrete length change measurement method Part 2: Contact gauge method" (hereinafter referred to as "JIS method"). The final value of the drying shrinkage strain measured according to the above is shown.
(iii) The numerical value in the "measured value of strain with a drying period of 6 months" indicates the value (measured value) of the drying shrinkage strain with a drying period of 6 months measured in accordance with the JIS method (comparison). Example).
(iv) For the numerical value in the "Estimated value of strain with a drying period of 6 months" column, as an example, the coefficient selected from Table 1 according to the type of cement in the specimen is used as the final value of the drying shrinkage strain. The value (estimated value) obtained by multiplying is shown (Example).
表3に示すように、本発明によれば、乾燥収縮ひずみの終局値に、供試体中のセメントの種類に応じて係数を乗じるだけで、JIS法に準拠して測定した乾燥期間6か月の乾燥収縮ひずみの値を、誤差が3.1%以内という高い精度で、労せず早期に推定できる。また、本発明の高い推定精度はセメントの種類に依らないため、汎用性が高い。 As shown in Table 3, according to the present invention, the drying period is 6 months, which is measured in accordance with the JIS method by simply multiplying the final value of the drying shrinkage strain by a coefficient according to the type of cement in the specimen. The value of the drying shrinkage strain can be estimated at an early stage without any effort with high accuracy with an error of 3.1% or less. Moreover, since the high estimation accuracy of the present invention does not depend on the type of cement, it is highly versatile.
1 供試体
2 台座
3 位置決め治具
4 レーザー変位計(ただし、黒色の矢印はレーザーを示す。)
5 支持部材
1
5 Support member
Claims (7)
(A)1個以上のレーザー変位計、乾燥収縮ひずみ測定用の供試体を載置するための台座、および、該供試体の位置決め治具を、少なくとも備えた乾燥収縮ひずみ測定装置の台座の上に、円板状または四角板状の供試体を、該供試体の周囲の側面が位置決め治具と接触するように載置する、供試体の載置工程
(B)該供試体の周囲の側面に、レーザー変位計からレーザーを照射して、レーザー変位計と供試体の周囲の側面の間の距離を測定し、該距離が一定に達した時点の供試体の乾燥収縮ひずみを、該供試体の乾燥収縮ひずみの終局値として取得する、乾燥収縮ひずみの終局値の取得工程
[表1]
JIS A 1129-1, a value obtained by multiplying the final value of the drying shrinkage strain obtained through the steps (A) and (B) below by a coefficient selected according to the type of cement shown in Table 1. A method for estimating drying shrinkage strain, which is estimated as a value of drying strain at a drying period of 6 months, measured according to JIS A 1129-2 or JIS A 1129-3.
(A) On a pedestal of a drying shrinkage strain measuring device equipped with at least one laser displacement meter, a pedestal for mounting a specimen for measuring drying shrinkage strain, and a positioning jig for the specimen. A disk-shaped or square plate-shaped specimen is placed on the specimen so that the side surface around the specimen is in contact with the positioning jig. (B) A side surface around the specimen. The distance between the laser displacement meter and the peripheral side surface of the specimen is measured by irradiating a laser from the laser displacement meter, and the drying shrinkage strain of the specimen when the distance reaches a certain value is determined by the specimen. Step of acquiring the ultimate value of the drying shrinkage strain, which is acquired as the ultimate value of the drying shrinkage strain [Table 1]
A metal plate (base length plate) having the same shape and dimensions as the specimen before drying is placed on the pedestal, the distance between the laser displacement meter and the side surface of the metal plate is measured, and the distance (display) is measured. ) Is set to zero, the specimen is placed on a pedestal instead of the metal plate, the distance between the laser displacement meter and the side surface of the specimen is measured, and the distance is determined by the metal plate (base). The method for estimating dry shrinkage strain according to any one of claims 1 to 6, wherein the value divided by the length (L) of the long plate) is obtained as the dry shrinkage strain.
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US20090284804A1 (en) * | 2005-12-21 | 2009-11-19 | Smart Structures Llc | Displacement/Distortion Measuring Method and Displacement/Distortion Measuring Apparatus |
JP2018200293A (en) * | 2017-05-26 | 2018-12-20 | 太平洋セメント株式会社 | Dry shrinkage distortion measurement device, dry shrinkage distortion measurement method, and dry shrinkage distortion estimation method |
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US20090284804A1 (en) * | 2005-12-21 | 2009-11-19 | Smart Structures Llc | Displacement/Distortion Measuring Method and Displacement/Distortion Measuring Apparatus |
JP2018200293A (en) * | 2017-05-26 | 2018-12-20 | 太平洋セメント株式会社 | Dry shrinkage distortion measurement device, dry shrinkage distortion measurement method, and dry shrinkage distortion estimation method |
Non-Patent Citations (1)
Title |
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"モルタル及びコンクリートの長さ変化測定方法−、第1部:コンパレータ方法、および附属書A", 日本産業規格, vol. JIS A 1129−1:2010, JPN6022048773, 2010, pages 2224 - 2228, ISSN: 0005044218 * |
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