JPH0669816U - Concrete slump test equipment - Google Patents

Concrete slump test equipment

Info

Publication number
JPH0669816U
JPH0669816U JP1629893U JP1629893U JPH0669816U JP H0669816 U JPH0669816 U JP H0669816U JP 1629893 U JP1629893 U JP 1629893U JP 1629893 U JP1629893 U JP 1629893U JP H0669816 U JPH0669816 U JP H0669816U
Authority
JP
Japan
Prior art keywords
mounting plate
sample container
concrete
sample
slump test
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.)
Granted
Application number
JP1629893U
Other languages
Japanese (ja)
Other versions
JPH082599Y2 (en
Inventor
茂幸 十河
太輔 福永
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.)
Marui Co Ltd
Original Assignee
Marui Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Marui Co Ltd filed Critical Marui Co Ltd
Priority to JP1993016298U priority Critical patent/JPH082599Y2/en
Publication of JPH0669816U publication Critical patent/JPH0669816U/en
Application granted granted Critical
Publication of JPH082599Y2 publication Critical patent/JPH082599Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Sampling And Sample Adjustment (AREA)

Abstract

(57)【要約】 【目的】 試料容器の底部を閉止する載架板を定速度で
開放し、且つ載架板が左右に動揺しないようにすること
で測定の信頼度を高める。 【構成】 垂直に定置保持した試料容器11の下部にあ
って、試料容器11の底部を閉止する載架板9を昇降機
構13によって一定速度で上下動するようにしてなる。
(57) [Summary] [Purpose] The reliability of measurement is improved by opening the mounting plate that closes the bottom of the sample container at a constant speed and preventing the mounting plate from swinging left and right. [Structure] A mounting plate 9 which is located below a sample container 11 which is vertically held and fixed and which closes the bottom of the sample container 11 is vertically moved at a constant speed by an elevating mechanism 13.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、未硬化状態の生コンクリート(練り立て)試料を所定容器(JIS規 格品)に収納した後、該試料容器を静穏に摘除した時のコンクリートの流動性を テストするようにしたコンクリートのスランプ試験装置に関するものである。 The present invention is a concrete in which uncured raw concrete (freshly mixed) sample is stored in a predetermined container (JIS standard product), and then the fluidity of the concrete is tested when the sample container is gently removed. The present invention relates to a slump test device.

【0002】[0002]

【従来の技術】[Prior art]

コンクリートのスランプ試験はJIS(日本工業規格)によって規定されていて 、コンクリート採取用の底無し試料容器11は図4,図5に示すように高さ30 0(m/m)、上底及び下底の内径が夫々100(m/m)、200(m/m)の円錐状をな し、上部寄り両側に把手12,12を設けていて、試料容器11を水平な平板9 上に載置し、該容器11内に採取した練り立ての生コンクリートを上端開口から 投入し乍ら3回に分けて突き棒にて所定回数突き均し乍ら一定量収容する。 次に試料の収納が終了した時点で該平板9から容器11を緩やかな速さで前記 把手12,12をもって上方へ引き上げることにより、該容器11内の生コンク リートは平板9上に山形をなして崩れるので、この時平板9からの試料頂点の高 さを測定し、コンクリートの流動性を求めている。 The slump test of concrete is stipulated by JIS (Japanese Industrial Standard), and the bottomless sample container 11 for sampling concrete has a height of 300 (m / m), an upper bottom and a lower bottom as shown in FIGS. The inner diameter of each is 100 (m / m) and 200 (m / m), respectively, and it has a conical shape. Handles 12 and 12 are provided on both sides near the top, and the sample container 11 is placed on a horizontal flat plate 9. Then, the freshly-mixed fresh concrete sampled in the container 11 is poured from the upper end opening, divided into three times, and crushed a predetermined number of times with a stick to accommodate a fixed amount. Next, when the storage of the sample is completed, the container 11 is pulled up from the flat plate 9 at a slow speed with the handles 12 and 12, so that the raw concrete in the container 11 has a chevron shape on the flat plate 9. At this time, the height of the sample apex from the flat plate 9 is measured to determine the fluidity of the concrete.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし乍ら、上記従来例においては、試料容器を平板上から摘除する場合手作 業で行っていた。つまり該試料容器は把手をもって上方へ引き上げるので、その 引き上げ速度には個人差があり、それに左右への手振れによってコンクリートへ 余計な動作が加わって崩落し易く、従って手振れや引き上げ速度の個人差が影響 して正確な測定ができない欠点があった。 そこで本考案はこのような個人差による測定のばらつきをなくし、測定者の如 何によらず一定した測定条件が維持される装置を提供しようとするものである。 However, in the above-mentioned conventional example, when the sample container was removed from the flat plate, it was done manually. In other words, since the sample container is pulled up by the handle, there are individual differences in the pulling speed, and it is easy for the hand shake to the left and right to add extra motion to the concrete, causing it to collapse. However, there was a drawback that accurate measurements could not be made. Therefore, the present invention is intended to provide a device that eliminates such measurement variations due to individual differences and that maintains constant measurement conditions regardless of the measurer.

【0004】[0004]

【課題を解決するための手段】 昇降機構によって昇降可能に支持された水平載架板と、該載架板の上方に定置 され且つ該載架板が上昇した時該載架板と下端が密着して閉止するようにした試 料容器とからなる。[Means for Solving the Problems] A horizontal mounting plate supported by a lifting mechanism so as to be capable of moving up and down, and a lower end of the horizontal mounting plate that is placed above the mounting plate and is raised when the mounting plate is raised. It consists of a sample container that is closed.

【0005】[0005]

【作用】[Action]

水平載架板を上昇させて試料容器の下端と密着させた後、該試料容器内に所定 量の生コンクリートを突き均し乍ら充填し、次いで前記水平載架板を所定速度で 規定の高さまで下降することにより、該載架板と試料容器とを完全に分離し、そ の時点で崩れた該載架板上の生コンクリートの高さを測定して該コンクリートの 流動性を判定する。 After raising the horizontal mounting plate to make it closely contact with the lower end of the sample container, a predetermined amount of fresh concrete is squeezed and filled into the sample container, and then the horizontal mounting plate is moved at a predetermined speed at a predetermined height. By descending to this point, the mounting plate and the sample container are completely separated, and the height of the fresh concrete on the mounting plate that has collapsed at that time is measured to determine the fluidity of the concrete.

【0006】[0006]

【実施例】【Example】

以下本考案について図面に示す実施例により詳細に説明すると、図1乃至図3 に示すように、台座1の両端部に立設した垂直ガイド杆7,7上に水平試料載架 板9の支持枠2を昇降自由に支持すると共に、該支持枠2と前記台座1に横設し た夫々の案内杆1',2'間に、一対の交叉杆3,3の上端及び下端を摺動具を介し て枢着連結し、該交叉杆3,3の交点6を前記台座中央に定設したシリンダー4( ラック杆とピニオンによる昇降駆動装置でも良い)のピストン杆5の上端を連結 し、更に前記台座1の両端部に立設した支柱8,8の上端部に、夫々の支柱から 水平に対向突出したアーム10,10を介してその先端に円錐台状の底無し試料 容器11を、円錐台の中心線を上下にして定置する。尚、該試料容器11は前記 従来例において述べたように、その寸法等はJIS規格によって定められたもの が使用され、外側上端寄り位置に設けた把手12,12の部分でアーム10,10 の先端に着脱自由に取り付けている。 Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings. As shown in FIGS. 1 to 3, the horizontal sample mounting plate 9 is supported on vertical guide rods 7 and 7 standing on both ends of the base 1. The frame 2 is supported to move up and down, and the upper and lower ends of the pair of crossing rods 3 and 3 are slid between the support frame 2 and the guide rods 1'and 2'disposed on the pedestal 1. And a connecting point 6 of the crossing rods 3, 3 is connected to an upper end of a piston rod 5 of a cylinder 4 (which may be a lift rod driving device using a rack rod and a pinion) fixed at the center of the pedestal. On the upper ends of the columns 8 standing upright on both ends of the pedestal 1, there is provided a bottomless sample container 11 having a truncated cone shape at the tip via arms 10 projecting horizontally opposed from the columns, and a truncated cone. Place with the center line of the top and bottom up and down. As described in the above-mentioned conventional example, the sample container 11 has dimensions and the like defined by the JIS standard, and the grips 12, 12 provided near the outer upper end of the arm 10 and 10 are provided. Attached to the tip freely.

【0007】 次に上記装置の一連の操作及び動作について述べると、図1に示すように支持 枠2を上昇させて載架板9と試料容器11とを密着状態に保ち、該容器11内に 実際に施工現場から採取した生コンクリート(練り立て)aを測定するのに充分な だけの量を予めサンプリングし、1回の測定に対してこれを収容総量の略1/3 宛に3回に分けて各回毎に突き棒で25回突き均し乍ら3分以内に収容し、一定 密度となるように試料を整える。 次にシリンダー4を動作させて2本の交叉杆3,3の交点6を下降させること により支持枠2を2〜3秒かけて300(m/m)下げると、載架板9が図2のよう に試料容器11の下端から離れ、該載架板9によって試料容器11内に閉じ込め られていた生コンクリートaは、容器11から開放される。その時流動性によっ て、容器11内での形状を留めず裾部は広がり自然に崩落するので、この時の試 料の頂点の高さをスケールによって測定する。 このようにして試料の流動性は生コンクリートの骨材の粗さや、含水率及び流 動性を高める為に添加した助剤によって支配されるので、コンクリートの頂点の 高さはサンプリングする毎に夫々異なった値となるので一定値以上の高さを維持 しているか否かを確認することにより、生コンクリートの流動性を容易且つ正確 に求めることができる。 尚、上記の図例の昇降機構13はシリンダーを用いた場合を示したが、これに 限らずウォームギアーその他何れでも良く、又、電動或は空気やオイルなどの流 体機構によるものであっても良いことは云うまでもない。Next, a series of operations and operations of the above apparatus will be described. As shown in FIG. 1, the supporting frame 2 is raised to keep the mounting plate 9 and the sample container 11 in close contact with each other. A sufficient amount to measure the fresh concrete (freshly mixed) a actually collected from the construction site was sampled in advance, and this was divided into 3 times for approximately 1/3 of the total storage amount for one measurement. Separately, squeeze the sample 25 times with a stick and store it within 3 minutes, and prepare the sample so that the density is constant. Next, the cylinder 4 is operated to lower the intersection 6 of the two crossing rods 3, 3 to lower the support frame 2 over 300 seconds (m / m) over a period of 2 to 3 seconds. The raw concrete a, which is separated from the lower end of the sample container 11 as described above and is confined in the sample container 11 by the mounting plate 9, is released from the container 11. At that time, due to the fluidity, the shape in the container 11 is not stopped and the skirt expands and collapses naturally. Therefore, the height of the top of the sample at this time is measured by a scale. In this way, the fluidity of the sample is dominated by the roughness of the aggregate of the fresh concrete and the auxiliary agents added to increase the water content and fluidity, so the height of the apex of the concrete is different for each sampling. Since the values are different, it is possible to easily and accurately determine the fluidity of green concrete by confirming whether or not the height above a certain value is maintained. Although the lifting mechanism 13 in the above-described example uses a cylinder, it is not limited to this, and may be a worm gear or any other device, and may be an electric motor or a fluid mechanism such as air or oil. It goes without saying that it is also good.

【0008】[0008]

【考案の効果】[Effect of device]

上述のように本考案は、試料容器の底部を閉止する載架板を昇降機構によって 一定速度で垂直に降下できるようにしたので、試料載架板を下降する際載架板が 試料容器に対し左右に振れないので、これまでの人手による時のような速度のば らつきや左右の振れによる影響がなく、最も自然な状態で崩落を促すことができ 信頼性が著しく向上する。 As described above, in the present invention, the mounting plate that closes the bottom of the sample container can be vertically lowered at a constant speed by the elevating mechanism. Since it does not swing to the left or right, it is not affected by the fluctuations in speed or left and right shake that occur when human hands are used so far, and it can promote a collapse in the most natural state, significantly improving reliability.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案装置の側面略図である。FIG. 1 is a schematic side view of the device of the present invention.

【図2】同上使用状態を示す側面略図である。FIG. 2 is a schematic side view showing a usage state of the same as above.

【図3】図1の平面図である。FIG. 3 is a plan view of FIG.

【図4】試料容器の使用従来例を示す側面略図である。FIG. 4 is a schematic side view showing a conventional example of using a sample container.

【図5】同上の平面図である。FIG. 5 is a plan view of the above.

【符号の説明】[Explanation of symbols]

1 台座 7 垂直ガイド杆 8 支柱 9 載架板 11 試料容器 13 昇降機構 1 pedestal 7 vertical guide rod 8 post 9 mounting plate 11 sample container 13 lifting mechanism

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 台座上に立設した左右の垂直ガイド杆上
に水平載架板を適宜昇降機構により上下動可能に支持す
ると共に、該台座上に立設した支柱の上端部に、前記水
平載架板が上位にある時、該載架板に下端が密着するよ
うにした円錐台状の試料容器を着脱自由に装着してなる
コンクリートのスランプ試験装置。
1. A horizontal mounting plate is vertically movably supported by a vertically moving mechanism on left and right vertical guide rods which are erected on a pedestal, and at the upper end portion of a column erected on the pedestal, the horizontal A concrete slump test device in which a truncated cone-shaped sample container whose lower end is in close contact with the mounting plate is attached detachably when the mounting plate is on the upper side.
JP1993016298U 1993-03-09 1993-03-09 Concrete slump test equipment Expired - Fee Related JPH082599Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993016298U JPH082599Y2 (en) 1993-03-09 1993-03-09 Concrete slump test equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993016298U JPH082599Y2 (en) 1993-03-09 1993-03-09 Concrete slump test equipment

Publications (2)

Publication Number Publication Date
JPH0669816U true JPH0669816U (en) 1994-09-30
JPH082599Y2 JPH082599Y2 (en) 1996-01-29

Family

ID=11912646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993016298U Expired - Fee Related JPH082599Y2 (en) 1993-03-09 1993-03-09 Concrete slump test equipment

Country Status (1)

Country Link
JP (1) JPH082599Y2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020040476A (en) * 2000-11-24 2002-05-30 안광현 slump cone for testing slump of concrete
KR200445903Y1 (en) * 2009-03-26 2009-09-10 임채영 Apparatus of horizon regulationusing for testing slump concrete
CN107741383A (en) * 2017-11-08 2018-02-27 河南水利与环境职业学院 Concrete mix slump test device and its application method
CN113933214A (en) * 2021-11-25 2022-01-14 襄阳华昇工程检测咨询有限公司 Full-automatic cement paste fluidity testing device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56157657U (en) * 1980-04-23 1981-11-25
JPS5891162U (en) * 1981-12-15 1983-06-20 鹿島レミコン株式会社 Concrete slump test equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56157657U (en) * 1980-04-23 1981-11-25
JPS5891162U (en) * 1981-12-15 1983-06-20 鹿島レミコン株式会社 Concrete slump test equipment

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020040476A (en) * 2000-11-24 2002-05-30 안광현 slump cone for testing slump of concrete
KR200445903Y1 (en) * 2009-03-26 2009-09-10 임채영 Apparatus of horizon regulationusing for testing slump concrete
CN107741383A (en) * 2017-11-08 2018-02-27 河南水利与环境职业学院 Concrete mix slump test device and its application method
CN107741383B (en) * 2017-11-08 2023-12-15 河南水利与环境职业学院 Concrete mixture slump test device and application method thereof
CN113933214A (en) * 2021-11-25 2022-01-14 襄阳华昇工程检测咨询有限公司 Full-automatic cement paste fluidity testing device

Also Published As

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