JP2000258316A - Collecting container for test piece for concrete compression test - Google Patents
Collecting container for test piece for concrete compression testInfo
- Publication number
- JP2000258316A JP2000258316A JP11099198A JP9919899A JP2000258316A JP 2000258316 A JP2000258316 A JP 2000258316A JP 11099198 A JP11099198 A JP 11099198A JP 9919899 A JP9919899 A JP 9919899A JP 2000258316 A JP2000258316 A JP 2000258316A
- Authority
- JP
- Japan
- Prior art keywords
- container
- lid
- mortar
- test piece
- grip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、コンクリートの強
度試験用供試体採取に使用する容器及び蓋の構造に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a container and a lid used for collecting a specimen for a concrete strength test.
【0002】[0002]
【従来の技術】従来は、JIS規格に定められている金
属製採取型枠、ブリキ等の金属板を有底円筒状に加工し
た容器、及び特開平9−145570号に記されるプラ
スチック容器及び類似容器により供試体の採取が行われ
ていた。2. Description of the Related Art Conventionally, a metal collecting formwork specified by JIS standards, a container formed by processing a metal plate such as a tin plate into a bottomed cylindrical shape, a plastic container described in Japanese Patent Application Laid-Open No. 9-145570, and Specimens were collected in similar containers.
【0003】[0003]
【発明が解決しようとする課題】金属製採取型枠では、
モルタル硬化時の膨張を拘束するため高密閉状態にある
ので、硬化時に発生するブリージング水が供試体上部に
留保し、硬化後発泡状弱強度層を形成しやすく、さらに
夏期冬期における温度差の著しいときには容器自体の熱
によりモルタルの硬化に悪影響を及ぼし、ひいては供試
体強度の低下につながる恐れがある。又、重く運搬に労
力を必要とし、摩耗、錆の発生も大きな問題となり、使
用後は清掃、メンテナンスが不可欠であり、さらに煩雑
な管理が行われた場合個々の部品の取り違えによる不整
合も発生し、ねじ止めの各部品は供試体取り出しのため
の分解にも時間がかかるなど、維持に多大な労力を要す
る。SUMMARY OF THE INVENTION In a metal sampling form,
Since the mortar is in a highly sealed state to restrain expansion during curing, breathing water generated during curing is retained at the upper part of the specimen, it is easy to form a foamed weak strength layer after curing, and the temperature difference in summer and winter is remarkable Sometimes, the heat of the container itself has an adverse effect on the curing of the mortar, which may lead to a decrease in the strength of the specimen. In addition, heavy transport requires labor, and wear and rust also become a major problem. Cleaning and maintenance are indispensable after use, and if complicated management is performed, inconsistencies may occur due to misplacement of individual parts. However, it takes a lot of effort to maintain each screwed part, such as taking time to disassemble the specimen.
【0004】ブリキ等の肉薄の金属板を加工した容器で
は、使い捨てのためメンテナンスが要らず過重量による
取り回しの悪さは無いが、肉薄で変形しやすいため、打
ち込んだモルタルを容器内に均一に行き渡らせるために
木槌等で叩く事ができず、容器の落下による陥没変形に
も気を配らなければならない。A container made of a thin metal plate such as a tin plate is disposable and does not require maintenance because it is disposable, so there is no trouble in handling due to excessive weight. However, since the container is thin and easily deformed, the mortar that has been driven is evenly distributed in the container. It cannot be hit with a mallet or the like in order to make it fall, and it is necessary to pay attention to the collapse deformation caused by the fall of the container.
【0005】特開平9−145570のプラスチック製
容器及び類似容器は、使い捨てで衝撃にも強く、供試体
分離も容易だが、蓋構造を持たないため養生に注意を怠
ると、開口部からのモルタルこぼれ出し、モルタルの変
形硬化等を起こし、なおかつ該構造では無収縮モルタル
の供試体作成しか対応できず大きく利便性を欠く。The plastic container and similar containers disclosed in Japanese Patent Application Laid-Open No. 9-145570 are disposable, resistant to impact, and easy to separate the specimen. However, since they have no lid structure, mortar spills from the opening if care is not taken for curing. Mortar, deformation and hardening of the mortar, etc., and the structure can only cope with the preparation of a non-shrink mortar specimen, which is largely inconvenient.
【0006】本発明は、膨張及び無収縮、両供試体採取
可能で蓋構造によりこぼれ出しがなく、ブリージング水
及び容器自体の熱が供試体に影響を及ぼさず、使い捨て
で軽く、分解が簡易で錆の発生のない維持管理の非常に
容易な供試体採取容器を提供することを目的としてい
る。According to the present invention, both specimens can be sampled without expansion and contraction, the specimens can be collected, there is no spill due to the lid structure, the breathing water and the heat of the container itself do not affect the specimens, they are disposable, light and easy to disassemble. The purpose of the present invention is to provide a sample collection container that is very easy to maintain without rust.
【0007】[0007]
【課題を解決するための手段】上面に開口部を有する閉
塞円筒状の部材であって、蓋部及び底部に補強用リブ
6,10を設け、円筒部外面鉛直方向に供試体分離を容
易とする平行分離溝9と対の分離タブ7を複数配し、拘
束用蓋1に排水通気小孔3を穿設、複数のグリップヒン
ジ5と穿孔固定タブ8をもって蓋1と容器2を接合し、
無収縮、膨張両モルタルの供試体を採取可能にしたもの
である。A closed cylindrical member having an opening on the upper surface and provided with reinforcing ribs 6 and 10 on a lid and a bottom to facilitate separation of a specimen in a vertical direction on the outer surface of the cylindrical portion. A plurality of separating tabs 7 and a pair of separating tabs 7 to be disposed, a drainage vent small hole 3 is drilled in the restraining lid 1, and the lid 1 and the container 2 are joined together with a plurality of grip hinges 5 and drilling fixing tabs 8.
Specimens of both non-shrinking and expanding mortars can be collected.
【0008】[0008]
【発明の実施の形態】以下、本発明に係わるコンクリー
ト圧縮試験用供試体採取容器の一実施例を図に従って説
明する。図1は合成樹脂によって作成された蓋及び容器
の斜視図であり、金型射出成形による。蓋1及び容器2
は肉厚1.5mm、蓋1下面は平面構成とし、上面に外
周部直径49.8mm、1.5mm厚の補強用リブ6、
補強用リブ6内径内に1.0mmの排水通気小孔3を円
中心に1つ、それより垂直水平方向及び対角に各々2つ
合計5つ穿設、容器2内径50mm、容器2内高100
mm、容器開口部に3.5mmのリップ11を設け、そ
こに固定タブ8を配する。グリップヒンジ5及び固定タ
ブ8は、蓋1外周部及び容器2開口部外周の等対角に各
々4個づつ配し、平行分離溝9内部の肉厚は0.3m
m、幅10mm、上部の円周部には7mmの穴を穿った
穿孔分離タブ7が配される。図3は容器底面図で1.5
mm厚の補強用リブ10を48mmと25mmの直径で
2本、それを4本のリブで接続した。蓋1に設けられて
いるグリップヒンジ5と、容器2の固定タブ8により蓋
1と容器2を接合する。運搬時には補強用リブ6が留め
具の役割を果し、蓋1を裏返して容器2と合わせ、接合
することなく持ち歩く事を可能とする。よって、補強用
リブ6の外周直径は容器内径50mmより僅かに短いも
のとし、固定できる程度のものとする。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a container for collecting a specimen for a concrete compression test according to the present invention. FIG. 1 is a perspective view of a lid and a container made of synthetic resin, which are formed by injection molding. Lid 1 and container 2
Has a thickness of 1.5 mm, the lower surface of the lid 1 has a planar configuration, and the outer peripheral portion has a diameter of 49.8 mm and a reinforcing rib 6 having a thickness of 1.5 mm on the upper surface.
One 1.0 mm drainage vent hole 3 having a diameter of 1.0 mm is formed in the inner diameter of the reinforcing rib 6, and two holes are formed vertically and two diagonally in the diagonal direction. 100
A 3.5 mm lip 11 is provided at the opening of the container and the fixing tab 8 is arranged there. Four grip hinges 5 and four fixing tabs 8 are arranged on the outer periphery of the lid 1 and at the same diagonal of the outer periphery of the opening of the container 2, each having a thickness of 0.3 m inside the parallel separation groove 9.
A perforated separating tab 7 having a hole of 7 mm is arranged on the circumference of an upper part having a width of 10 mm and a width of 10 mm. FIG. 3 is a bottom view of the container.
Two reinforcing ribs 10 having a thickness of 48 mm and a diameter of 48 mm and 25 mm were connected by four ribs. The lid 1 and the container 2 are joined by the grip hinge 5 provided on the lid 1 and the fixing tab 8 of the container 2. During transportation, the reinforcing ribs 6 serve as fasteners, and the lid 1 can be turned upside down and combined with the container 2 to carry around without joining. Therefore, the outer peripheral diameter of the reinforcing rib 6 is slightly shorter than the inner diameter of the container 50 mm, and is set to a degree that can be fixed.
【0009】供試体採取時は、容器2にモルタルを注ぎ
入れ,その後グリップヒンジ5と固定タブ8をかみ合わ
せ、蓋1と容器2を接合し、地面に対して平行で堅牢な
場所で安置する。なお、無収縮モルタル、膨張モルタル
共に同様の手順で採取される。(供試体採取方法に関し
ては、無収縮モルタルがJIS A 1180「コンク
リートの圧縮強度試験方法」、膨張モルタルが土木学会
規準「プレパックドコンクリートの注入モルタルの圧縮
強度試験方法」、に準ずる。)At the time of specimen collection, mortar is poured into the container 2, and then the grip hinge 5 and the fixing tab 8 are engaged with each other, the lid 1 and the container 2 are joined, and the mortar is placed in a rigid place parallel to the ground. The non-shrink mortar and the expanded mortar are sampled in the same procedure. (With regard to the method for collecting the specimen, the non-shrink mortar conforms to JIS A 1180 “Test method for compressive strength of concrete”, and the expanded mortar conforms to the Japan Society of Civil Engineers standard “Test method for compressive strength of injected mortar of prepacked concrete.”)
【0010】蓋1にはブリージング水排出のための排水
通気小孔3を穿設し、供試体上部にブリージング水によ
りできる発泡状弱強度層形成を阻止する。尚、排水通気
小孔8はモルタルが流出しない適当な大きさとする。蓋
1は引き抜け防止グリップヒンジ5を、容器2の固定タ
ブ8と結合する事により、モルタル硬化時の膨張力に耐
え、蓋1の補強用リブ6及び図3容器下面の水平面維持
用強化リブ10を設けることで、円柱型供試体の上下面
の平行を維持する。この二つの機構により無収縮、膨張
両モルタルに対し使用可能で、かつ弱強度層発生を防
ぐ。A small drainage hole 3 for discharging breathing water is formed in the lid 1 to prevent the formation of a foamed weak-strength layer formed by the breathing water above the specimen. Note that the drainage vent hole 8 has an appropriate size so that the mortar does not flow out. The lid 1 withstands the pull-out prevention grip hinge 5 with the fixing tab 8 of the container 2 to withstand the expansion force at the time of mortar hardening, the reinforcing rib 6 of the lid 1 and the reinforcing rib for maintaining the horizontal surface on the lower surface of the container in FIG. By providing 10, the upper and lower surfaces of the cylindrical specimen are kept parallel. These two mechanisms can be used for both non-shrinking and expanding mortar, and prevent the formation of a weak strength layer.
【0011】硬化済みの供試体は圧縮試験にかけるため
に採取容器から分離されるが、この際、蓋1を上に容器
を支え、穿孔分離タブ7の穴部に金属棒等を差し込み、
容器外周面に接触させる。テコの原理を利用し支点を棒
と容器の接触面に置いて、穿孔分離タブ7を外側に引き
剥がす。剥がれた分離タブを掴み下方向に引き剥がす。
蓋1を外した後容器を押し開くようにして分離する。平
行分離溝9は容器2下面から穿孔分離タブ7まで垂直に
設け、平行分離溝9を1組と分離タブ7を1つの構造で
簡易分離を構成するが、円柱の直径方向に向かい合い、
もう一つ同じ構造を設けることが最良の分離性を実現す
る構成と考えられる。(硬化、研磨に関しては、無収縮
モルタルがJIS A 1180「コンクリートの圧縮
強度試験方法」、膨張モルタルが土木学会規準「プレパ
ックドコンクリートの注入モルタルの圧縮強度試験方
法」、に準ずる。)The cured specimen is separated from the collection container for the compression test. At this time, the container is supported with the lid 1 up, and a metal rod or the like is inserted into the hole of the perforated separation tab 7.
Contact the outer surface of the container. Using the lever principle, the fulcrum is placed on the contact surface between the rod and the container, and the perforated separation tab 7 is peeled outward. Grab the detached separation tab and peel it downward.
After removing the lid 1, the container is separated by pushing open. The parallel separation groove 9 is provided vertically from the lower surface of the container 2 to the perforated separation tab 7, and a simple separation is constituted by one set of the parallel separation groove 9 and the separation tab 7 in one structure.
Providing another identical structure is considered to be the configuration that achieves the best separability. (For hardening and polishing, non-shrink mortar conforms to JIS A 1180 “Method of testing compressive strength of concrete”, and expanded mortar conforms to the standards of the Japan Society of Civil Engineers “Method of testing compressive strength of injected mortar of prepacked concrete.”)
【0010】[0010]
【発明の効果】以上述べたように、本発明に係わるコン
クリート圧縮試験用採取容器は、蓋1に排水通気口3を
設けることにより従来の採取容器の問題点を解決し、グ
リップヒンジのついた蓋1を一つの構成とした事、平行
分離溝9及び穿孔分離タブ7を設ける事、合成樹脂によ
る金型射出成形による大量生産による使い捨て構造でコ
ストの軽減と運搬及び管理、使用時の利便性の向上を図
り、無収縮及び膨張両モルタルの供試体採取を可能にす
る。As described above, the collecting container for the concrete compression test according to the present invention solves the problems of the conventional collecting container by providing the drainage vent 3 on the lid 1 and has a grip hinge. The lid 1 has one structure, the parallel separation groove 9 and the perforation separation tab 7 are provided, and the disposable structure is mass-produced by injection molding of a synthetic resin in a disposable structure. Mortar and test specimens of both non-shrinking and expanding mortars.
【図1】本発明に係わる、合成樹脂製採取容器の斜視図
である。FIG. 1 is a perspective view of a sampling container made of synthetic resin according to the present invention.
【図2】蓋上面の平面図である。FIG. 2 is a plan view of a top surface of a lid.
【図3】蓋下面の平面図である。FIG. 3 is a plan view of a lower surface of the lid.
【図4】容器上面の平面図である。FIG. 4 is a plan view of the upper surface of the container.
【図5】容器下面の平面図である。FIG. 5 is a plan view of the lower surface of the container.
【図6】グリップヒンジの斜視図である。FIG. 6 is a perspective view of a grip hinge.
【図7】分離用穿孔タブの上面図である。FIG. 7 is a top view of a separation perforation tab.
1 蓋 2 容器 3 排水通気小孔 4 グリップヒンジ取り付け部 5 グリップヒンジ 6 補強用リブ 7 穿孔分離タブ 8 固定タブ 9 平行分離溝 10 補強用リブ 11 リップ DESCRIPTION OF SYMBOLS 1 Lid 2 Container 3 Drainage ventilation small hole 4 Grip hinge attachment part 5 Grip hinge 6 Reinforcement rib 7 Perforation separation tab 8 Fixing tab 9 Parallel separation groove 10 Reinforcement rib 11 Lip
Claims (1)
であって、蓋部及び底部に補強用リブ(6,10)を設
け、円筒部外面鉛直方向に供試体分離を容易とする平行
分離溝(9)と対の穿孔分離タブ(7)を複数配し、拘
束用蓋(1)に排水通気小孔(3)を穿設、複数のグリ
ップヒンジ(5)と固定タブ(8)をもって蓋と容器を
接合するコンクリート圧縮試験用供試体採取容器。1. A closed cylindrical member having an opening on an upper surface, provided with reinforcing ribs (6, 10) on a lid portion and a bottom portion, and a parallel member for facilitating sample separation in a vertical direction on an outer surface of the cylindrical portion. A plurality of separation grooves (9) and a pair of perforated separation tabs (7) are arranged, a small drainage vent (3) is formed in the restraining lid (1), a plurality of grip hinges (5) and fixing tabs (8). A specimen collection container for a concrete compression test in which a lid and a container are joined together.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11099198A JP2000258316A (en) | 1999-03-03 | 1999-03-03 | Collecting container for test piece for concrete compression test |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11099198A JP2000258316A (en) | 1999-03-03 | 1999-03-03 | Collecting container for test piece for concrete compression test |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000258316A true JP2000258316A (en) | 2000-09-22 |
Family
ID=14240961
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11099198A Pending JP2000258316A (en) | 1999-03-03 | 1999-03-03 | Collecting container for test piece for concrete compression test |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000258316A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6776387B2 (en) * | 2001-08-06 | 2004-08-17 | Dominick V. Stallone | Concrete test cylinder mold cap |
JP2007192765A (en) * | 2006-01-23 | 2007-08-02 | Taisei Corp | Method for testing concrete, and mold for sample |
JP2011169894A (en) * | 2010-01-25 | 2011-09-01 | Shimizu Corp | Quality control testing method for crack-resistant concrete |
CN104297029A (en) * | 2014-10-15 | 2015-01-21 | 长沙矿山研究院有限责任公司 | Test mold for manufacturing mine tailing filling slurry test block |
JP2019087563A (en) * | 2017-11-02 | 2019-06-06 | 株式会社日立製作所 | Electromagnet device |
-
1999
- 1999-03-03 JP JP11099198A patent/JP2000258316A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6776387B2 (en) * | 2001-08-06 | 2004-08-17 | Dominick V. Stallone | Concrete test cylinder mold cap |
US7201866B2 (en) * | 2001-08-06 | 2007-04-10 | Stallone Dominick V | Concrete test cylinder mold cap |
JP2007192765A (en) * | 2006-01-23 | 2007-08-02 | Taisei Corp | Method for testing concrete, and mold for sample |
JP4724005B2 (en) * | 2006-01-23 | 2011-07-13 | 大成建設株式会社 | Test method for concrete and form for specimen |
JP2011169894A (en) * | 2010-01-25 | 2011-09-01 | Shimizu Corp | Quality control testing method for crack-resistant concrete |
CN104297029A (en) * | 2014-10-15 | 2015-01-21 | 长沙矿山研究院有限责任公司 | Test mold for manufacturing mine tailing filling slurry test block |
JP2019087563A (en) * | 2017-11-02 | 2019-06-06 | 株式会社日立製作所 | Electromagnet device |
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