JPH082599Y2 - Concrete slump test equipment - Google Patents

Concrete slump test equipment

Info

Publication number
JPH082599Y2
JPH082599Y2 JP1993016298U JP1629893U JPH082599Y2 JP H082599 Y2 JPH082599 Y2 JP H082599Y2 JP 1993016298 U JP1993016298 U JP 1993016298U JP 1629893 U JP1629893 U JP 1629893U JP H082599 Y2 JPH082599 Y2 JP H082599Y2
Authority
JP
Japan
Prior art keywords
mounting plate
horizontal mounting
concrete
horizontal
supported
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
JP1993016298U
Other languages
Japanese (ja)
Other versions
JPH0669816U (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

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】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。
[Industrial application] The present invention shows the fluidity of concrete when an uncured raw concrete (mixed) sample is stored in a predetermined container (JIS standard product) and the sample container is gently removed. The present invention relates to a concrete slump test device to be tested.

【0002】[0002]

【従来の技術】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300(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。
2. Description of the Related Art JIS is a slump test for concrete.
According to (Japanese Industrial Standards), the bottomless sample container 11 for collecting concrete has a height of 300 (m / m) as shown in FIG. 4 and FIG.
/ M), 200 (m / m) in the shape of a cone, and handles 12 and 12 are provided on both sides near the upper part, and the sample container 11 is placed on a horizontal flat plate 9 and collected in the container 11. Freshly-mixed fresh concrete is poured from the top opening and divided into three times, and a certain number of times is struck with a stick to accommodate a fixed amount. Next, when the storage of the sample is completed, the container 11 is pulled upward from the flat plate 9 with the handles 12 and 12 at a slow speed, so that the fresh concrete in the container 11 forms a mountain shape on the flat plate 9. Since it collapses, the height of the sample apex from the flat plate 9 is measured at this time to determine the fluidity of the concrete.

【0003】[0003]

【考案が解決しようとする課題】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, the sample container is manually removed from the flat plate. In other words, since the sample container is pulled upward by the handle, there are individual differences in the pulling speed, and it is easy to collapse due to additional movement to the concrete due to hand shake to the left and right, so hand shake and individual differences in the pull speed affect 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 maintains constant measurement conditions regardless of the measurer.

【0004】[0004]

【課題を解決するための手段】本考案のコンクリートの
スランプ試験装置は、台座上に立設した左右各一対の垂
直ガイド杆と、各垂直ガイド杆に水平状態で上下動可能
に支持された水平載架板と、それぞれの上端部が、該水
平載架板に水平方向への摺動可能に支持されるととも
に、それぞれの下端部が台座に水平方向への摺動可能に
支持されてX状に交差しており、その交差部が回動可能
に連結された一対の交叉杆と、各交叉杆の交差部を上下
方向に移動させる昇降機構と、前記水平載架板の上方に
て、該水平載架板が上位にあるときに下端が密着するよ
うに固定的に支持されており、上端面および下端面が開
放された円錐台形状の試料容器と、を具備することを特
徴とする。
The concrete slump test apparatus of the present invention comprises a pair of left and right vertical guide rods erected on a pedestal, and a horizontal guide vertically supported by each vertical guide rod so as to be vertically movable. The mounting plate and the respective upper ends thereof are supported by the horizontal mounting plate so as to be horizontally slidable, and the respective lower ends are supported by the pedestal so as to be slidable in the horizontal direction. A pair of intersecting rods that are rotatably connected to each other, an elevating mechanism that vertically moves the intersecting portions of the intersecting rods, and above the horizontal mounting plate. A frustum-shaped sample container, which is fixedly supported so that its lower end is in close contact when the horizontal mounting plate is in the upper position, and whose upper end face and lower end face are open, is provided.

【0005】[0005]

【作用】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。
[Operation] After the horizontal mounting plate is lifted and brought into close 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. The mounting plate and the sample container are completely separated by descending to a specified height, and the height of the fresh concrete on the mounting plate that collapses at that time is measured to determine the fluidity of the concrete. To do.

【0006】[0006]

【実施例】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10,1
0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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described in detail with reference to the embodiments shown in the drawings. As shown in FIGS.
The support frame 2 of the horizontal sample mounting plate 9 is supported to rise and fall freely on the vertical guide rods 7, 7 provided upright at both ends of the guide rod 1, and the guide rods 1 provided laterally on the support frame 2 and the pedestal 1 are also provided. The upper and lower ends of the pair of crossing rods 3 and 3 are pivotally connected to each other between 'and 2'through a sliding tool, and an intersection point 6 of the crossing rods 3 and 3 is fixed to the center of the pedestal 4 ( The upper and lower ends of the piston rod 5 of the (raising and lowering drive device using a rack rod and a pinion may be used),
Further, arms 10 and 1 horizontally projecting from the respective columns are provided on the upper ends of the columns 8 which are erected on both ends of the pedestal 1.
A bottomless sample container 11 in the shape of a truncated cone
Place with the center line of the truncated cone up and down. As described in the 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 arms 10, 10 of the sample container 11 have the same size. 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1
1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 support frame 2 is raised to keep the mounting plate 9 and the sample container 11 in close contact with each other, and the container 11
The amount of fresh concrete (freshly mixed) a actually collected from the construction site is sampled in advance, and this is sampled for one measurement, and this amount is approximately 1/3 of the total storage amount.
The sample is divided into three times, and each time, the objects are struck 25 times with a stick and stored within 3 minutes, and the sample is prepared to have a constant density. Next, the cylinder 4 is operated to move the two cross rods 3,3.
When the support frame 2 is lowered by 300 (m / m) over 2-3 seconds by lowering the intersection 6 of the mounting plate 9, the mounting plate 9 is separated from the lower end of the sample container 11 as shown in FIG. The ready-mixed concrete a that has been confined in the sample container 11 by the is released from the container 11. At that time, due to the fluidity, container 1
Since the hem portion spreads and collapses naturally without retaining the shape within 1, the height of the apex 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, the water content and the auxiliary agent added to enhance the fluidity, so the height of the apex of the concrete differs from sample to sample. Therefore, it is possible to easily and accurately determine the fluidity of green concrete by confirming whether or not the height is maintained above a certain value. 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 type, or may be an electric or fluid mechanism such as air or oil. It goes without saying that it is good.

【0008】[0008]

【考案の効果】上述のように本考案は、固定的に支持さ
れた試料容器の底部を閉止する水平載架板を昇降機構に
よって一定速度で垂直に下降させるようにしたので、水
平載架板を下降させて試料容器内のコンクリートを流下
させた際の衝撃によって、試料容器が振動したり傾くお
それがなく、コンクリートは、安定的に水平載架板上に
流下する。従って、試料容器を人手や機械によって上昇
させる場合のように、コンクリートを流下させた際の衝
撃による影響がない。しかも、水平載架板は、X字状に
交差した一対の交叉杆によって支持して、両者の交差部
を昇降機構によって昇降させる構成であるために、水平
載架板には、昇降のための力が加わらず、安定的に水平
に昇降する。その結果、コンクリートは、水平載架板上
に最も自然な状態で崩落を促すことができ、コンクリー
トの流動性を安定して正確に測定することができる。
As described above, according to the present invention, the horizontal mounting plate for closing the bottom of the fixedly supported sample container is vertically lowered at a constant speed by the elevating mechanism. There is no risk of the sample container vibrating or tilting due to the impact when the concrete in the sample container flows down by lowering the concrete, and the concrete flows down stably on the horizontal mounting plate. Therefore, unlike the case where the sample container is raised manually or by a machine, there is no influence by the impact when the concrete is made to flow down. Moreover, since the horizontal mounting plate is configured to be supported by a pair of crossing rods that intersect in an X-shape, and the intersecting portion of the two is moved up and down by the elevating mechanism, the horizontal mounting plate has a structure for raising and lowering. Stable ascends and descends horizontally without applying force. As a result, the concrete can be promoted to collapse in the most natural state on the horizontal mounting plate, and the fluidity of the concrete can be stably and accurately measured.

【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 same.

【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各一対の垂直ガイ
ド杆と、 各垂直ガイド杆に水平状態で上下動可能に支持された水
平載架板と、 それぞれの上端部が、該水平載架板に水平方向への摺動
可能に支持されるとともに、それぞれの下端部が台座に
水平方向への摺動可能に支持されてX状に交差してお
り、その交差部が回動可能に連結された一対の交叉杆
と、 各交叉杆の交差部を上下方向に移動させる昇降機構と、 前記水平載架板の上方にて、該水平載架板が上位にある
ときに下端が密着するように固定的に支持されており、
上端面および下端面が開放された円錐台形状の試料容器
と、 を具備することを特徴とするコンクリートのスランプ試
験装置。
1. A pair of left and right vertical guide rods erected on a pedestal, a horizontal mounting plate supported by each vertical guide rod so as to be vertically movable in a horizontal state, and respective upper ends of the horizontal mounting plates. It is supported so that it can slide in the horizontal direction on the deck, and the lower end of each is supported by the base so that it can slide in the horizontal direction, and intersects in an X shape. A pair of connected crossing rods, an elevating mechanism for vertically moving the intersections of the crossing rods, and a lower end of the horizontal mounting plate that is in close contact with the horizontal mounting plate when the horizontal mounting plate is above the horizontal mounting plate. Is fixedly supported,
A slump test device for concrete, comprising: a truncated cone-shaped sample container having an open upper end surface and a lower end surface.
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 JPH0669816U (en) 1994-09-30
JPH082599Y2 true 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)

Families Citing this family (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
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

Family Cites Families (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

Also Published As

Publication number Publication date
JPH0669816U (en) 1994-09-30

Similar Documents

Publication Publication Date Title
CN110231466A (en) A kind of concrete slump detection device of adjustable squeeze board
JPH082599Y2 (en) Concrete slump test equipment
CN112162087B (en) Detection device configured in construction laboratory
CN219624866U (en) Anti-slip electronic balance capable of leveling
CN207159981U (en) A kind of cart type dynamic driving instrument
CN216209128U (en) Soil disintegration tester simulating multiple working conditions
CN209961507U (en) Adjustable rock-soil bearing capacity testing device
CN212780809U (en) Detect device of cement concrete slump
CN209656707U (en) A kind of slump measuring instrument
CN215953612U (en) Concrete slump detection device
CN214374081U (en) Mortar and putty construction detection device
CN213482244U (en) Concrete slump detection device
JPH0112199Y2 (en)
CN215449280U (en) Building concrete slump detection device
CN206430997U (en) Plastic strength test device and system are supported at the beginning of autoclave aerated concrete building block base substrate
CN207248682U (en) One kind is inverted slump cylinder depletion test device
CN219830717U (en) Mortar consistometer for engineering
CN220872478U (en) Concrete slump detection device
CN218412543U (en) Improvement type concrete slump testing arrangement
CN211453244U (en) High-accuracy cement mortar fluidity tester
CN221280873U (en) Concrete slump detection device
CN212198399U (en) Make things convenient for device of separation of slump cone
CN221572561U (en) Slump Tester
CN221001010U (en) Concrete superirrigation accurate control device
CN215447722U (en) Rapid repose angle tester

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees