Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4451732B2 - Unit water volume measuring device for ready-mixed concrete - Google Patents
[go: Go Back, main page]

JP4451732B2 - Unit water volume measuring device for ready-mixed concrete - Google Patents

Unit water volume measuring device for ready-mixed concrete Download PDF

Info

Publication number
JP4451732B2
JP4451732B2 JP2004193051A JP2004193051A JP4451732B2 JP 4451732 B2 JP4451732 B2 JP 4451732B2 JP 2004193051 A JP2004193051 A JP 2004193051A JP 2004193051 A JP2004193051 A JP 2004193051A JP 4451732 B2 JP4451732 B2 JP 4451732B2
Authority
JP
Japan
Prior art keywords
ready
mixed concrete
sample container
unit water
concrete
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.)
Expired - Fee Related
Application number
JP2004193051A
Other languages
Japanese (ja)
Other versions
JP4451732B6 (en
JP2006017479A (en
Inventor
伸彦 萩原
雅裕 山田
貴士 羽渕
友博 森沢
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.)
Toa Corp
Original Assignee
Toa Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toa Corp filed Critical Toa Corp
Priority to JP2004193051A priority Critical patent/JP4451732B6/en
Priority claimed from JP2004193051A external-priority patent/JP4451732B6/en
Publication of JP2006017479A publication Critical patent/JP2006017479A/en
Application granted granted Critical
Publication of JP4451732B2 publication Critical patent/JP4451732B2/en
Publication of JP4451732B6 publication Critical patent/JP4451732B6/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Analysing Materials By The Use Of Radiation (AREA)

Description

本発明は、生コンクリートの単位水量測定装置に関し、さらに詳しくは、精度よく迅速、容易に生コンクリートの単位水量測定を可能とする中性子水分計法による生コンクリートの単位水量測定装置に関するものである。   The present invention relates to a unit water amount measuring apparatus for ready-mixed concrete, and more particularly to a unit water amount measuring apparatus for ready-mixed concrete by a neutron moisture meter method that enables quick and easy unit water amount measurement with high accuracy.

従来、生コンクリートの品質管理のため、コンクリートの打設現場において、フレッシュコンクリートの空気量の圧力による試験(JIS A 1128―1999)に基づいて空気量を測定していた。そして、更なる品質管理の徹底のために、空気量だけでなく生コンクリートの単位水量測定も必要とされてきた。   Conventionally, for quality control of ready-mixed concrete, the amount of air was measured at the concrete placement site based on a test using fresh air pressure (JIS A 1128-1999). And for further thorough quality control, it is necessary to measure not only the amount of air but also the unit water volume of ready-mixed concrete.

生コンクリートの単位水量測定としては、測定試料を電子レンジ等で加熱乾燥させて、蒸発した水分量を測定する方法(高周波加熱乾燥法)や物質固有の静電容量が水分量によって変化することを利用して静電容量から単位水量を推定する方法(静電容量法)などが用いられていたが、これらの方法は測定に時間がかかり、測定作業も面倒であった。   For measuring the unit water content of ready-mixed concrete, the measurement sample can be heated and dried with a microwave oven, etc., and the amount of water evaporated can be measured (high-frequency heat drying method) or the specific capacitance of the substance can vary with the amount of water. A method (capacitance method) for estimating the unit water amount from the electrostatic capacity by using it has been used. However, these methods take time to measure and the measurement work is troublesome.

そこで、本発明者は迅速に測定ができ、測定作業も容易な生コンクリートの単位水量測定方法と測定装置を提案している(特許文献1参照)。この提案は、生コンクリート中の水分(厳密には水素原子)に運動エネルギーの大きい速中性子を衝突させて、衝突によってエネルギーを失った中性子(熱中性子)の数を検知して単位水量を測定するものである。物質中に水分(水素原子)が多い程、熱中性子の生成量が多くなるという原理に基づく、いわゆる中性子水分計法を利用した測定方法である。   In view of this, the present inventor has proposed a unit water content measuring method and measuring apparatus for ready-mixed concrete that can be measured quickly and can be easily measured (see Patent Document 1). In this proposal, fast water neutrons with large kinetic energy collide with moisture (strictly hydrogen atoms) in ready-mixed concrete, and the number of neutrons (thermal neutrons) that lost energy due to the collision is detected to measure the unit water volume. Is. This is a measurement method using a so-called neutron moisture meter method based on the principle that the amount of thermal neutrons generated increases as the amount of moisture (hydrogen atoms) in the substance increases.

この提案では、空気量測定(JIS A 1128―1999)後に、この測定に用いた試料容器をそのまま使用して、試料容器の中心位置に中性子線源を取り付けた棒状の熱中性子検出器を配置して、熱中性子数を検知することによって、事前に把握した熱中性子数と試料容器中の水量との関係から単位水量を迅速に精度よく、容易に算出するようにしている。   In this proposal, after measuring the air volume (JIS A 1128-1999), the sample vessel used for this measurement is used as it is, and a rod-shaped thermal neutron detector with a neutron source attached at the center of the sample vessel is placed. By detecting the number of thermal neutrons, the unit amount of water is quickly and accurately calculated from the relationship between the number of thermal neutrons obtained in advance and the amount of water in the sample container.

本発明者は、中性子水分計法による水量測定の研究を進めた結果、中性子線源から放出された速中性子は試料容器を通過できるため、測定対象の生コンクリートの水分だけでなく、測定場所の地面や床面の水分等の水素原子にも衝突して熱中性子となり、これにより生成した熱中性子の量まで検知するため、正確な水量の測定ができない場合があることを見出した。この知見よって、さらに測定精度の良い測定装置を完成するに至った。
特開2004−330898号公報
As a result of conducting research on the measurement of water content by the neutron moisture meter method, the present inventor can pass fast sample neutrons from the neutron source through the sample container. It was discovered that the amount of water could not be measured accurately because it also detected thermal neutrons by colliding with hydrogen atoms such as moisture on the ground or floor surface, resulting in thermal neutrons. This knowledge has led to the completion of a measuring apparatus with higher measurement accuracy.
JP 2004-330898 A

本発明の目的は、迅速かつ容易に生コンクリートの単位水量の測定ができ、測定精度の向上を可能とする生コンクリートの単位水量測定装置を提供することにある。   An object of the present invention is to provide an apparatus for measuring the unit water content of ready-mixed concrete, which can measure the unit water amount of ready-mixed concrete quickly and easily and can improve the measurement accuracy.

上記目的を達成するため本発明の生コンクリートの単位水量測定装置は、支持体上に配置された天板上に、生コンクリートを収容したJIS A 1128で規定された空気量試験に用いられる試料容器を載置して、該試料容器内の生コンクリート中に、速中性子を放出する中性子線源と該速中性子が変化して生成する熱中性子の量を検出する熱中性子検知部とを内設する棒状のセンサーを没入して該試料容器の中心部に設置して、生コンクリートの単位水量を測定する測定装置において、前記支持体の下端から前記天板までの高さを40cm以上とし、前記試料容器の上部に装着される円盤状の上蓋を設け、該上蓋は上方にくぼませて形成した予備収容部を有し、かつ中央部に貫通孔と該貫通孔から上方に向かって立設した挿入ガイド筒とを有して、前記センサーを挿通可能としたことを特徴とするものである。 In order to achieve the above object, a unit water amount measuring apparatus for ready-mixed concrete according to the present invention is a sample container used for an air amount test defined by JIS A 1128, containing ready-mixed concrete on a top plate placed on a support. And a thermal neutron detector for detecting the amount of thermal neutrons generated by changing the fast neutrons are installed in the ready-mixed concrete in the sample container. In the measuring apparatus for measuring the unit water amount of ready-mixed concrete by immersing a rod-shaped sensor and installing it in the center of the sample container, the height from the lower end of the support to the top plate is 40 cm or more, and the sample A disc-shaped upper lid mounted on the upper part of the container is provided, the upper lid has a preliminary accommodating portion formed by being recessed upward, and a through hole in the central portion and an insertion erected upward from the through hole With the guide tube To, is characterized in that to allow insertion of the sensor.

本発明の生コンクリートの単位水量測定装置によれば、JIS A 1128で規定された空気量試験に用いられる生コンクリートを収容する試料容器をそのまま使用するので、測定準備を容易にすることができる。 According to the unit water amount measuring apparatus for ready- mixed concrete of the present invention, since the sample container for storing ready-mixed concrete used for the air amount test specified in JIS A 1128 is used as it is, preparation for measurement can be facilitated.

また、支持体上に天板を配置して、支持体の下端から天板までの高さを40cm以上に設定し、この天板上に試料容器を置いてセンサーによって測定するので、測定場所の地面や床面の水分等の水素原子の影響を小さくして精度の良い測定を迅速かつ容易にすることができる。   Also, a top plate is placed on the support, the height from the lower end of the support to the top plate is set to 40 cm or more, and the sample container is placed on this top plate and measured by a sensor. It is possible to reduce the influence of hydrogen atoms such as moisture on the ground or floor surface and to make accurate measurement quickly and easily.

以下、本発明の生コンクリートの単位水量測定装置を図1の実施形態に基づいて説明する。生コンクリートの空気量試験(JIS A 1128―1999)に使用される生コンクリートPを収容する試料容器1の上部を、中央部に貫通孔5を有する円盤状の上蓋2が覆っている。貫通孔5には、棒状のセンサー8が挿通して試料容器1の中心部に配置されている。この試料容器1は、箱状の支持体13の上面に設置された天板12上に置かれている。天板12の脚部は、ねじ式の伸縮調整可能な構造となっていて、天板12上面を水平に設定することができる。   Hereinafter, the unit water amount measuring apparatus of the ready-mixed concrete of this invention is demonstrated based on embodiment of FIG. A disc-shaped upper lid 2 having a through-hole 5 in the center is covered with the upper part of the sample container 1 that accommodates the ready-mixed concrete P used in the air quantity test of fresh concrete (JIS A 1128-1999). A rod-shaped sensor 8 is inserted into the through-hole 5 and arranged at the center of the sample container 1. The sample container 1 is placed on a top plate 12 installed on the upper surface of a box-like support 13. The leg portion of the top plate 12 has a screw type structure that can be expanded and contracted, and the top surface of the top plate 12 can be set horizontally.

この支持体脚部17から天板12までの高さHは40cm以上に設定されている。即ち、測定装置を直接、地面に置いた場合は、地面19から天板12の上面までの高さは40cm以上となる。この実施形態では、支持体13の上面に独立した天板12を配置する構造となっているが、支持体13と天板12を一体化してもよい。   The height H from the support leg 17 to the top 12 is set to 40 cm or more. That is, when the measuring device is placed directly on the ground, the height from the ground 19 to the top surface of the top plate 12 is 40 cm or more. In this embodiment, the independent top plate 12 is arranged on the upper surface of the support 13. However, the support 13 and the top 12 may be integrated.

支持体13正面には、測定情報処理装置を構成する操作・表示パネル14が配置され、測定情報処理装置の他の構成要素である演算装置および記憶装置(ともに図示せず)は支持体13に内設されている。測定結果を出力するプリンタ15および上蓋2を収納する上蓋収納部16も支持体13正面に配置されている。電源装置となる充電池(図示せず)が支持体13に内設されているが、例えば外部から直流電源の供給を受ける直流電源装置を設けるようにしてもよい。測定をしない時に、センサー8を保持できるセンサーホルダ18を支持体13側面に設けている。なお、測定情報処理装置等と支持体13とは別個に設けるようにしてもよい。   An operation / display panel 14 constituting the measurement information processing apparatus is arranged on the front surface of the support 13, and an arithmetic device and a storage device (both not shown) as other components of the measurement information processing apparatus are attached to the support 13. It is installed inside. A printer 15 for outputting the measurement results and an upper lid housing portion 16 for housing the upper lid 2 are also arranged on the front surface of the support 13. Although a rechargeable battery (not shown) serving as a power supply device is installed in the support 13, for example, a DC power supply device that receives a DC power supply from the outside may be provided. A sensor holder 18 that can hold the sensor 8 when the measurement is not performed is provided on the side surface of the support 13. In addition, you may make it provide a measurement information processing apparatus etc. and the support body 13 separately.

図2に示すように、有底円筒状の試料容器1上部を覆う上蓋2は、外ツバ部4を有する円盤状で、上方に円柱状にくぼませて形成した予備収容部6が設けられている。平面方向中央部には貫通孔5を有し、貫通孔5から上方に向かって、円筒状の挿入ガイド筒3が立設されている。貫通孔5の直径および挿入ガイド筒3の内径は、センサー8の外径よりも若干大きくなっており、センサー8を垂直に挿通可能としている。また、上蓋2の外ツバ部4下面には、下方に突出して、試料容器1の内周面に沿って当接するセンタ位置合わせ突起7が3ヶ所設けられている。   As shown in FIG. 2, the upper lid 2 covering the upper part of the bottomed cylindrical sample container 1 is a disc shape having an outer collar portion 4, and is provided with a preliminary accommodating portion 6 formed by being recessed in a columnar shape upward. Yes. A through hole 5 is provided at the center in the plane direction, and a cylindrical insertion guide tube 3 is erected from the through hole 5 upward. The diameter of the through-hole 5 and the inner diameter of the insertion guide cylinder 3 are slightly larger than the outer diameter of the sensor 8, and the sensor 8 can be inserted vertically. In addition, on the lower surface of the outer brim portion 4 of the upper lid 2, three center alignment projections 7 that protrude downward and come into contact with the inner peripheral surface of the sample container 1 are provided.

図3に示すように、センサー8は先端部を円錐形状とした筒状体となっていて、中性子線源10と熱中性子検知部9とが密閉状態で中心位置に内設される。センサー8の先端角度Tは垂線をはさんで両側にそれぞれ30〜60度即ち、先端角度Tが60〜120度に設定されている。   As shown in FIG. 3, the sensor 8 is a cylindrical body having a conical tip, and the neutron source 10 and the thermal neutron detector 9 are installed in a central position in a sealed state. The tip angle T of the sensor 8 is set to 30 to 60 degrees on both sides of the perpendicular line, that is, the tip angle T is set to 60 to 120 degrees.

中性子線源10としては、放射線量3.7MBq以下の放射性同位元素カルフォルニウム(Cf−252)が使用され、熱中性子検知部9には、ヘリウム3(He−3)比例計数管が用いられている。   As the neutron source 10, a radioactive isotope calfonium (Cf-252) having a radiation dose of 3.7 MBq or less is used, and a helium 3 (He-3) proportional counter is used for the thermal neutron detector 9. Yes.

センサー8の後端からは、中性子線源10および熱中性子検知部9と支持体13に設けられた各装置とを接続し、ヘリウム3(He−3)比例計数管に必要な電圧を印加するセンサー接続ケーブル11が延出している。   From the rear end of the sensor 8, the neutron source 10, the thermal neutron detector 9 and each device provided on the support 13 are connected, and a necessary voltage is applied to the helium 3 (He-3) proportional counter. The sensor connection cable 11 is extended.

生コンクリートPの単位水量測定の手順を図1〜3に基づいて以下、説明する。尚、中性子水分計法による水量測定精度を向上させるには、中性子線源10を試料容器1の平面方向および垂直方向において中央に位置させ、熱中性子検知部9を試料容器1の平面方向中央で垂直方向に延設させることが必要である。   The procedure for measuring the unit water amount of the ready-mixed concrete P will be described below with reference to FIGS. In order to improve the water measurement accuracy by the neutron moisture meter method, the neutron source 10 is positioned at the center in the plane direction and the vertical direction of the sample container 1, and the thermal neutron detector 9 is positioned at the center in the plane direction of the sample container 1. It is necessary to extend in the vertical direction.

空気量の圧力による試験(JIS A 1118−1999)が済んだ後、生コンクリートPが収容された試料容器1の上蓋部(図示せず)を取り外し、本発明に係る上蓋2を装着する。この上蓋2は、例えばステンレス鋼製で重量は2〜3kg程度であり、自重で試料容器1に固定される。装着時に上蓋2のセンタ位置合わせ突起7が試料容器1の内周面に沿うように当接するので、上蓋2の中央部に設けた貫通孔5を試料容器1の水平方向中心部に位置させることができる。   After the test by air pressure (JIS A 1118-1999) is completed, the upper lid part (not shown) of the sample container 1 in which the ready-mixed concrete P is accommodated is removed, and the upper lid 2 according to the present invention is attached. The upper lid 2 is made of, for example, stainless steel, has a weight of about 2 to 3 kg, and is fixed to the sample container 1 by its own weight. Since the center alignment protrusion 7 of the upper lid 2 abuts along the inner peripheral surface of the sample container 1 during mounting, the through hole 5 provided in the central portion of the upper lid 2 is positioned at the horizontal center of the sample container 1. Can do.

支持体13は通常、コンクリート打設現場の地面上に直接、置かれて使用される。測定準備として、生コンクリートPの材料データ等の入力をしておく。   The support 13 is usually used by being placed directly on the ground of the concrete placing site. As preparation for measurement, material data of the ready-mixed concrete P is input.

次に、試料容器1を天板12の中央部に載せて、センサー8を上蓋2の挿入ガイド筒3から貫通孔5に挿通させ、先端が試料容器1の底面に当接するまで挿入する。センサー8は、挿入ガイド筒3によって垂直にガイドされるので、中性子線源10および熱中性子検知部9を容易に試料容器1の平面方向中央部に配置することができる。   Next, the sample container 1 is placed on the central portion of the top plate 12, and the sensor 8 is inserted from the insertion guide tube 3 of the upper lid 2 into the through hole 5 and inserted until the tip comes into contact with the bottom surface of the sample container 1. Since the sensor 8 is guided vertically by the insertion guide cylinder 3, the neutron beam source 10 and the thermal neutron detector 9 can be easily arranged at the center in the plane direction of the sample container 1.

また、センサー8の先端部が円錐形をしているので、先端と試料容器1の底面との間に生コンクリートPの粗骨材などが介在することなく、確実に先端を底面に当接させることができる。先端角度Tは60〜120度が好ましく、60度未満であると先端の耐久性が劣り、120度を超えると粗骨材を排除性能が低下する。中性子線源10はセンサー8の先端が試料容器1の底面に当接した時に、試料容器1の垂直方向中心に位置するようにセンサー8に取り付けられているので、この構造によって中性子線源10を試料容器1の垂直方向中央部に位置させることができ、測定精度を向上させることができる。   In addition, since the tip of the sensor 8 has a conical shape, the tip is surely brought into contact with the bottom without a coarse aggregate of raw concrete P being interposed between the tip and the bottom of the sample container 1. be able to. The tip angle T is preferably 60 to 120 degrees. If the tip angle T is less than 60 degrees, the durability of the tip is inferior. If the tip angle T exceeds 120 degrees, the performance of removing coarse aggregates decreases. The neutron source 10 is attached to the sensor 8 so as to be positioned at the center in the vertical direction of the sample container 1 when the tip of the sensor 8 comes into contact with the bottom surface of the sample container 1. The sample container 1 can be positioned at the center in the vertical direction, and the measurement accuracy can be improved.

センサー8の先端が試料容器1の底面に当接した時に、上蓋2の挿入ガイド筒3の上端に位置するセンサー8の表面に、挿入位置確認印を付しておくと、目視によって先端が試料容器1の底面に当接していることを確認することができる。   When the tip of the sensor 8 comes into contact with the bottom surface of the sample container 1, if the insertion position confirmation mark is attached to the surface of the sensor 8 located at the upper end of the insertion guide tube 3 of the upper lid 2, the tip is visually observed. It can be confirmed that it is in contact with the bottom surface of the container 1.

試料容器1は生コンクリートPで満たされているので、センサー8を挿入すると、その挿入体積に相当する生コンクリートPが上方に移動するが、上蓋2に設けられた予備収容部6は、この体積に相当する収容容量を有しているので、移動した生コンクリートPは予備収容部6に収容される。したがって、挿入ガイド筒3から生コンクリートPが漏れ出して、測定する生コンクリートの容積が減じることがなく、また、外部を汚すことがない。   Since the sample container 1 is filled with the ready-mixed concrete P, when the sensor 8 is inserted, the ready-mixed concrete P corresponding to the inserted volume moves upward, but the preliminary accommodating portion 6 provided in the upper lid 2 has this volume. Therefore, the moved ready-mixed concrete P is accommodated in the preliminary accommodating portion 6. Therefore, the ready-mixed concrete P does not leak out from the insertion guide cylinder 3, and the volume of the ready-mixed concrete to be measured is not reduced, and the outside is not soiled.

この状態で測定を開始すると、中性子線源10から放出された運動エネルギーの大きい速中性子は、試料容器1内の生コンクリートP中の水素原子に衝突して、エネルギーを失った熱中性子となり、この熱中性子の量を熱中性子検知部9によって検知することで間接的に物質中の水分量が測定可能となる。   When measurement is started in this state, fast neutrons with large kinetic energy emitted from the neutron source 10 collide with hydrogen atoms in the raw concrete P in the sample vessel 1 to become thermal neutrons that have lost energy. By detecting the amount of thermal neutrons by the thermal neutron detector 9, the amount of moisture in the substance can be indirectly measured.

中性子水分計法による水量測定の研究によって、後述する実施例に示すように地面19から試料容器1の下面までの高さが40cm以上であれば、地面19の水分等の水素原子の影響をほとんど受けずに測定できることが判明したので、支持体脚部17から天板12までの高さHを40cm以上としている本測定装置では、精度の良い測定をすることができる。   If the height from the ground surface 19 to the lower surface of the sample container 1 is 40 cm or more as shown in an example to be described later, the influence of hydrogen atoms such as moisture on the ground surface 19 is hardly affected. Since it was found that the measurement can be performed without receiving, the present measurement apparatus in which the height H from the support leg 17 to the top plate 12 is 40 cm or more can perform a measurement with high accuracy.

この高さHは、40cm以上あれば測定精度の観点からは十分であるので、この条件下で、試料容器1を天板12に載せる作業性を考慮して決定する。生コンクリートPを収容した試料容器1の重量は約20kgとなるので、なるべく低くするのが好ましく、例えば40〜100cm、更に好ましくは40〜60cm程度とする。   Since this height H is 40 cm or more from the viewpoint of measurement accuracy, it is determined in consideration of the workability of placing the sample container 1 on the top plate 12 under these conditions. Since the weight of the sample container 1 containing the ready-mixed concrete P is about 20 kg, it is preferably as low as possible, for example, 40 to 100 cm, and more preferably about 40 to 60 cm.

ここで検知される熱中性子の量は、生コンクリートPと骨材とに含まれる水分の影響を受けたものなので、事前の校正によって入力済みの骨材の含水量を差し引く補正をして、生コンクリートPの単位水量を求めることができる。例えば、10秒間の測定を7回繰り返し行ない、最上値および最下値を省いた5回のデータの平均値を生コンクリートPの単位水量とする。   The amount of thermal neutrons detected here is affected by the moisture contained in the ready-mixed concrete P and aggregates. The unit water amount of the concrete P can be obtained. For example, the measurement for 10 seconds is repeated 7 times, and the average value of 5 times data excluding the highest value and the lowest value is set as the unit water amount of the ready-mixed concrete P.

以上のように本発明の測定装置では、測定開始から約70秒で測定が完了し、測定結果は操作・表示パネル14に表示され、プリンタ15によって出力されるので、迅速で容易に測定することができる。また、測定準備にも面倒な作業が必要とされない。   As described above, in the measurement apparatus of the present invention, the measurement is completed in about 70 seconds from the start of measurement, and the measurement result is displayed on the operation / display panel 14 and output by the printer 15, so that it can be measured quickly and easily. Can do. Also, troublesome work is not required for measurement preparation.

この測定装置は直接、地面19に設置されても地面19から天板12までの高さが40cm以上となるので、地面19の水分等の水素原子の影響を受けずに精度の良い単位水量測定が可能となる。実施形態では、測定装置を設置する場所を地面19としているが、屋内等で測定をした場合は、測定場所の床面等の水分(水素原子)の影響を受けずに、精度の良い測定をすることができる。   Even if this measuring apparatus is directly installed on the ground 19, the height from the ground 19 to the top plate 12 is 40 cm or more. Therefore, it is possible to accurately measure the unit water amount without being affected by hydrogen atoms such as moisture on the ground 19. Is possible. In the embodiment, the place where the measurement device is installed is the ground 19. However, when measurement is performed indoors or the like, accurate measurement can be performed without being affected by moisture (hydrogen atoms) on the floor surface of the measurement place. can do.

また、この支持体13に測定情報処理装置、プリンタ15、充電池を一体化して組み込むことで、スペースを無駄なく使用してコンパクトな測定装置とすることができる。
中性子線源10となるカルフォルニウムは半減期が2.65年であり、経時的に線量が減少するが、カルフォルニウムの使用経過日数が記憶装置に記憶され、経時的線量変化を把握することができるので、校正を行なうことで正確な測定が可能となる。
In addition, by integrating the measurement information processing apparatus, the printer 15, and the rechargeable battery into the support body 13, space can be used without waste and a compact measurement apparatus can be obtained.
Calfornium as the neutron source 10 has a half-life of 2.65 years, and the dose decreases with time, but the number of days of use of calfornium is stored in the storage device, so that changes in dose with time can be grasped. Therefore, accurate measurement can be performed by calibration.

あらかじめ単位水量が判明している同一の生コンクリートを、空気量試験(JIS A 1128)に用いられる試料容器に突き固めて重量約16kg収容して、中性子線源として放射線量3.4MBqの放射性同位元素カルフォルニウム(Cf−252)を使用し、熱中性子検知部としてヘリウム3(He−3)比例計数管を使用した棒状のセンサーを、試料容器の生コンクリートに没入して試料容器の中心部に設置することを共通条件として、事前に空気量の測定を行なった後、生コンクリートの単位水量測定を行なった。   The same ready-mixed concrete whose unit water volume is known in advance is squeezed into a sample container used for the air volume test (JIS A 1128) and accommodated in a weight of about 16 kg. A bar-shaped sensor using elemental calfornium (Cf-252) and a helium 3 (He-3) proportional counter as a thermal neutron detector is immersed in the ready-mixed concrete of the sample container and placed in the center of the sample container. Under the common condition of installation, after measuring the air volume in advance, we measured the unit water volume of ready-mixed concrete.

表1に示すように、高さを変えた6種類の支持体を用意し、これらの支持体の天板に試料容器を載せた状態での測定(6通りの高さ条件)と、支持体を使用しないで直接、地面に試料を置いた状態での測定のあわせて、7通りの高さ条件で測定をした。支持体はステンレス鋼製の直方体状の枠体で、天板はステンレス鋼製の厚さ0.4cm程度の平板を用いた。   As shown in Table 1, six types of supports having different heights were prepared, and measurements (six different height conditions) with the sample container placed on the top plate of these supports, and the support In addition to the measurement with the sample placed directly on the ground, the measurement was performed under seven different height conditions. The support was a rectangular parallelepiped frame made of stainless steel, and the top plate was a stainless steel flat plate having a thickness of about 0.4 cm.

この各高さ条件において、測定装置を設置する床面を3通り(床面A、床面B、床面C)として測定高さによる床面の水分等の水素原子の影響を確認した。各条件で10秒間の測定を7回繰り返し行ない、最上値および最下値を省いた5回の測定結果の平均値をその条件での測定値とした。測定結果は表1に示すとおりである。   Under these respective height conditions, the influence of hydrogen atoms such as moisture on the floor surface due to the measured height was confirmed with three floor surfaces (floor surface A, floor surface B, and floor surface C) on which the measuring device is installed. The measurement for 10 seconds was repeated 7 times under each condition, and the average value of 5 measurement results excluding the highest value and the lowest value was taken as the measurement value under that condition. The measurement results are as shown in Table 1.

Figure 0004451732
Figure 0004451732

表中の支持体高さhとは、支持体の下端から天板の上面までの高さである。表1には各支持体高さhにおける床面の水分等の水素原子の影響を示す指標として測定値のばらつきを表す分散Vを示した。   The support height h in the table is the height from the lower end of the support to the top surface of the top plate. Table 1 shows the dispersion V representing variation in measured values as an index indicating the influence of hydrogen atoms such as moisture on the floor surface at each support height h.

図4に示す分散Vから、支持体高さhが40cm以上即ち、地面から試料容器下面までの高さを40cm以上にすることによって、床面の水分等の水素原子の影響を少なくして精度良く測定できることが確認できた。   From the dispersion V shown in FIG. 4, the support height h is 40 cm or more, that is, the height from the ground to the lower surface of the sample container is 40 cm or more, thereby reducing the influence of hydrogen atoms such as moisture on the floor surface with high accuracy. It was confirmed that measurement was possible.

本発明の生コンクリートの単位水量測定装置の一例を示す一部断面正面図である。It is a partial cross section front view which shows an example of the unit water amount measuring apparatus of the ready-mixed concrete of this invention. 本発明に係る上蓋の形状を示す縦断面図である。It is a longitudinal cross-sectional view which shows the shape of the upper cover which concerns on this invention. 本発明において試料容器にセンサーを設置した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which installed the sensor in the sample container in this invention. 高さ条件を変えて測定した単位水量の測定値の分散を示すグラフ図である。It is a graph which shows dispersion | distribution of the measured value of the unit amount of water measured by changing height conditions.

符号の説明Explanation of symbols

1 (生コンクリートの空気量測定用)試料容器
2 上蓋
3 挿入用ガイド
4 外ツバ部
5 貫通孔
6 予備収容部
7 センタ位置合わせ突起
8 センサー
9 熱中性子量検知部
10 中性子線源
11 センサー接続コード
12 天板
13 支持体
14 操作・表示パネル
15 プリンタ
16 上蓋収納部
17 支持体脚部
18 センサーホルダ
19 地面























1 (for measuring the amount of fresh concrete air) Sample container 2 Upper lid 3 Insertion guide 4 Outer flange 5 Through hole 6 Preliminary storage 7 Center alignment protrusion 8 Sensor 9 Thermal neutron detection unit 10 Neutron beam source 11 Sensor connection code 12 Top plate 13 Support body 14 Operation / display panel 15 Printer 16 Upper lid storage part 17 Support body leg part 18 Sensor holder 19 Ground























Claims (3)

支持体上に配置された天板上に、生コンクリートを収容したJIS A 1128で規定された空気量試験に用いられる試料容器を載置して、該試料容器内の生コンクリート中に、速中性子を放出する中性子線源と該速中性子が変化して生成する熱中性子の量を検出する熱中性子検知部とを内設する棒状のセンサーを没入して該試料容器の中心部に設置して、生コンクリートの単位水量を測定する測定装置において、前記支持体の下端から前記天板までの高さを40cm以上とし、前記試料容器の上部に装着される円盤状の上蓋を設け、該上蓋は上方にくぼませて形成した予備収容部を有し、かつ中央部に貫通孔と該貫通孔から上方に向かって立設した挿入ガイド筒とを有して、前記センサーを挿通可能とした生コンクリートの単位水量測定装置。 A sample container used for an air amount test specified in JIS A 1128 containing fresh concrete is placed on a top plate placed on a support, and fast neutrons are placed in the ready concrete in the sample container. A neutron beam source that emits and a thermal neutron detector that detects the amount of thermal neutrons generated by the change of fast neutrons is inserted in the center of the sample vessel by immersing a rod-shaped sensor, In the measuring apparatus for measuring the unit water content of ready-mixed concrete, the height from the lower end of the support to the top plate is 40 cm or more, and a disc-like upper lid is provided on the upper part of the sample container, Of the ready-mixed concrete that has a preliminary accommodating portion formed by being recessed and has a through hole in the center portion and an insertion guide cylinder standing upward from the through hole so that the sensor can be inserted therethrough . Unit water volume measuring device . 前記支持体は箱状であり、該支持体内に測定情報処理装置、出力装置および電源装置を一体化して設けた請求項1に記載の生コンクリートの単位水量測定装置。   The said concrete support body is box-shaped, The measurement information processing apparatus, the output device, and the power supply device were integrally provided in this support body, The unit water amount measuring apparatus of the ready-mixed concrete of Claim 1. 前記センサーの先端部を先端角度が60〜120度の円錐形状にした請求項1または2に記載の生コンクリートの単位水量測定装置。 The unit water amount measuring apparatus for ready-mixed concrete according to claim 1 or 2 , wherein the tip of the sensor has a conical shape with a tip angle of 60 to 120 degrees.
JP2004193051A 2004-06-30 Unit water volume measuring device for ready-mixed concrete Expired - Fee Related JP4451732B6 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004193051A JP4451732B6 (en) 2004-06-30 Unit water volume measuring device for ready-mixed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004193051A JP4451732B6 (en) 2004-06-30 Unit water volume measuring device for ready-mixed concrete

Publications (3)

Publication Number Publication Date
JP2006017479A JP2006017479A (en) 2006-01-19
JP4451732B2 true JP4451732B2 (en) 2010-04-14
JP4451732B6 JP4451732B6 (en) 2010-07-14

Family

ID=

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106018758A (en) * 2016-06-28 2016-10-12 昆明理工大学 Plastic concrete testing platform device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106018758A (en) * 2016-06-28 2016-10-12 昆明理工大学 Plastic concrete testing platform device

Also Published As

Publication number Publication date
JP2006017479A (en) 2006-01-19

Similar Documents

Publication Publication Date Title
US5258622A (en) Apparatus and method for measuring physical characteristics of materials
CN111750959A (en) Weigher for calibrating dropper
US4766319A (en) Portable nuclear moisture-density gauge with low activity nuclear sources
US6492641B1 (en) Apparatus and method for gamma-ray determination of bulk density of samples
KR20120106513A (en) Apparatus for measuring moisture in a moisture-containing material and method thereof using this apparatus
CN104460788B (en) Constant temperature and constant humidity deformeter
CN101349658B (en) Fast analysis method of coal ash separating line
JP4451732B2 (en) Unit water volume measuring device for ready-mixed concrete
JP4451732B6 (en) Unit water volume measuring device for ready-mixed concrete
CN201130252Y (en) Combined gamma counter
WO2026001104A1 (en) PORTABLE DEVICE AND METHOD FOR USING γ RAY TO MEASURE BULK DENSITY OF SOIL SAMPLE OBTAINED BY MEANS OF CUTTING RING
JP2002071585A (en) Method and apparatus for measuring oil content in soil
US5532492A (en) Nuclear gauge with compensation for sample irregularities
JP6136777B2 (en) Nondestructive radioactivity measurement apparatus and radioactivity measurement method thereof
CN219015891U (en) Tobacco elasticity detection device
JP5509002B2 (en) Ionization chamber type radiation measuring instrument confirmation calibration method and ionization chamber type radiation measuring instrument
US3911271A (en) Radioisotope gauge for determining cement content of concrete
CN205246574U (en) Be applied to X ray detection device of trace element analysis in rice
JP2013145186A (en) Radiation measurement auxiliary device and radiation measuring instrument and the radiation measuring method thereof
CN220419079U (en) Device and tray for measuring moisture content of granules
CN214408777U (en) Powder moisture tester
JP6596459B2 (en) Apparatus and method for estimating boron concentration of alloy iron
CN222013880U (en) A device for measuring compaction density of lithium-ion battery pole pieces
CN103926116A (en) Sampling core for air sampler
CN205228412U (en) Horizontal portable displacement meter calibrating device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070515

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091030

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091110

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091222

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100119

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100128

R150 Certificate of patent or registration of utility model

Ref document number: 4451732

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130205

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130205

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130205

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees