JP7202177B2 - Formwork for concrete strength test specimen - Google Patents

Formwork for concrete strength test specimen Download PDF

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JP7202177B2
JP7202177B2 JP2018241237A JP2018241237A JP7202177B2 JP 7202177 B2 JP7202177 B2 JP 7202177B2 JP 2018241237 A JP2018241237 A JP 2018241237A JP 2018241237 A JP2018241237 A JP 2018241237A JP 7202177 B2 JP7202177 B2 JP 7202177B2
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formwork
strength test
box
concrete strength
test specimen
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JP2020101500A (en
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徹 田中
宗宏 梅本
康浩 井戸
英紀 大橋
忠洋 藤沢
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Fukuvi Chemical Industry Co Ltd
Toda Corp
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Fukuvi Chemical Industry Co Ltd
Toda Corp
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本発明は、コンクリートの圧縮強度試験や曲げ強度試験及び長さ変形試験用供試体を形成するための軽量化した型枠に関するものである。 TECHNICAL FIELD The present invention relates to a lightweight form for forming specimens for compressive strength tests, bending strength tests, and length deformation tests of concrete.

この種の型枠として、複数の施設が公知技術として知られている。例えば、第1の公知技術としては、筒状の上部枠と下部枠とを両枠の間に型枠の外形と略同一の外形を有するドーナツ板を挟持して一体化し、上部枠の上端及び下部枠の下端に上蓋及び下蓋を固定すると共に各蓋にインサートを支持してなる型枠であって、上蓋は型枠と同形の側枠と、中央にインサートに設けた螺子孔と連通する案内孔を有する支持板と、側枠と支持板で囲まれたコンクリートを注入する開口部を形成し、下蓋は型枠と同形の側板と、中央にインサートに設けた螺子孔と連通する案内孔を有する下面板からなり、この上蓋及び下蓋には案内孔を通したボルトをインサートに設けた螺子孔に螺合してインサートを固定してなることを特徴とするコンクリート強度試験用供試体の製造用型枠、である(特許文献1)。 A plurality of facilities are known in the art for this type of formwork. For example, as a first known technique, a cylindrical upper frame and a lower frame are integrated by sandwiching a donut plate having an outer shape substantially the same as the outer shape of the formwork between both frames, and the upper end of the upper frame and the lower frame are integrated. A formwork in which an upper lid and a lower lid are fixed to the lower end of a lower frame and an insert is supported by each lid, and the upper lid communicates with a side frame having the same shape as the formwork and a screw hole provided in the insert at the center. A supporting plate with a guide hole and an opening for pouring concrete surrounded by a side frame and a supporting plate are formed. A specimen for a concrete strength test, characterized in that it consists of a lower plate having a hole, and the insert is fixed by screwing a bolt passing through a guide hole in the upper cover and the lower cover into a screw hole provided in the insert. (Patent Document 1).

この第1の公知技術に係る供試体の製造用型枠によれば、どの強度性状試験にも適用でき、即ち、同一形状の試験体を用いて簡便に試験が可能となり、標準試験方法に代わる試験法を提供できる、というものである。 According to the mold for manufacturing a specimen according to the first known technique, it can be applied to any strength property test, that is, it can be easily tested using a specimen of the same shape, and can replace the standard test method. It is possible to provide a test method.

第2の公知技術としては、底板と、前記底板上に立設される2枚の側板と、前記底板上に立設された2枚の前記側板の間に立設される2枚の端板と、を備え、上方が開口した直方体状に組立固定されるコンクリートの曲げ強度試験用供試体型枠であって、前記側板および前記端板は、前記側板と前記端板とを貫通して連結する連結部材を介して締め付けて構成されることを特徴とするコンクリートの曲げ強度試験用供試体型枠、である(特許文献2)。 As a second known technique, a bottom plate, two side plates erected on the bottom plate, and two end plates erected between the two side plates erected on the bottom plate are used. , and is assembled and fixed in a rectangular parallelepiped shape with an upper opening, wherein the side plate and the end plate are connected by penetrating the side plate and the end plate. A concrete specimen form for a bending strength test is characterized by being configured by tightening through connecting members (Patent Document 2).

この第2の公知技術に係る供試体型枠によれば、日本工業規格:JIS A 1132に規定されている許容寸法に簡単に組み立てることができる、というものである。 According to the specimen formwork according to the second known technique, it can be easily assembled to allowable dimensions defined in Japanese Industrial Standards: JIS A 1132.

特開2008-128853号の公開公報Japanese Unexamined Patent Publication No. 2008-128853 特開2017-142108号の公開公報Publication of Japanese Patent Application Laid-Open No. 2017-142108

前記第1の公知技術の発明においては、前記第2の公知技術に記載されているように、組み立てが煩雑であり、重量が重く、人手による組み立て作業が大変であると共に、日本工業規格に基づくコンクリート強度試験法とは異なる試験法用であり、日本工業規格に基づく試験結果を得ることができないという問題点(課題)を有している。 In the invention of the first known technology, as described in the second known technology, the assembly is complicated, the weight is heavy, and the manual assembly work is difficult. It is for a test method different from the concrete strength test method, and has a problem (problem) that test results based on Japanese Industrial Standards cannot be obtained.

また、前記第2の公知技術の発明においても、前記第1の公知技術の発明と同様に、鋼製の部品点数が多く、組み立てが煩雑であると共に、鋼製型枠は重量が重く、人手による組み立て作業が大変で、作業の手間やコストが掛るばかりでなく、脱型後においても、再利用する必要があるため、使用後は型枠清掃が必要となり、さらに、清掃作業の手間やコストが掛るという問題点(課題)を有している。 Also, in the invention of the second known technology, as in the invention of the first known technology, the number of steel parts is large, the assembly is complicated, and the steel formwork is heavy and requires manual labor. Not only is it difficult to assemble by using a mold, but it is also time-consuming and costly, and it is necessary to reuse it even after demolding, so it is necessary to clean the formwork after use. It has a problem (problem) that it takes.

本発明は、前記課題を解決するために、組み立てや清掃作業を必要としない、樹脂による成型手段により形成された使い捨て可能な軽量化した型枠を提供することを目的とするものである。 SUMMARY OF THE INVENTION In order to solve the above problems, an object of the present invention is to provide a disposable, lightweight mold formed by resin molding means that does not require assembly or cleaning work.

本発明は前述の課題を解決する具体的手段として、コンクリート強度試験用供試体を形成するための箱型の型枠であって、合成樹脂で側面及び底面が一体成型の箱型に形成され、前記箱型の上面外周部に所要幅のフランジ部が形成されると共に、前記側面及び底面の外周部分には複数条のリブが所要間隔をもって連続的に形成され、前記箱型外側四隅コーナ部に、一対のV字状の切込み溝を設けてあり、該各切込み溝の各端部は、前記切込み溝が浅くなるよう形成されていることを特徴とするコンクリート強度試験供試体用の軽量化した型枠を提供するものである。 As a specific means for solving the above-mentioned problems, the present invention provides a box-shaped formwork for forming a specimen for a concrete strength test, wherein the side and bottom surfaces are integrally molded from a synthetic resin into a box-like form, A flange portion having a required width is formed on the outer peripheral portion of the upper surface of the box shape, and a plurality of ribs are continuously formed on the outer peripheral portions of the side and bottom surfaces at required intervals . , a pair of V-shaped cut grooves are provided, and each end of each cut groove is formed so that the cut groove becomes shallower . It provides formwork.

上記発明において、前記合成樹脂は、剥離性が良い高密度のポリエチレン樹脂またはポリプロピレン樹脂であること;を付加的要件として含むものである。 In the above invention, an additional requirement is that the synthetic resin is a high-density polyethylene resin or polypropylene resin with good releasability.

本発明に係るコンクリート強度試験供試体用の軽量化した型枠によれば、樹脂による一体成型品であるため、従来の鋼製型枠のような組立作業が不要であると共に、鋼製型枠のような隙間がないのでコンクリートの漏れが生じないばかりでなく、軽量であって持ち運びが容易で、作業性が良く大幅なコストダウンが図れるという優れた効果を奏する。
さらに、剥離性の良い樹脂で形成され、外側四隅コーナ部にV字状の切込み溝を設けてあることにより、離型作業が容易であると共に、使い捨てで廃棄しても、ポリエチレン樹脂またはポリプロピレン樹脂という環境にやさしい製品であるという優れた効果も奏する。
According to the lightweight formwork for the concrete strength test specimen according to the present invention, since it is an integrally molded product made of resin, it does not require the assembly work of the conventional steel formwork, and the steel formwork Since there is no such gap, not only does the concrete not leak, but it is lightweight and easy to carry, and has excellent workability and can achieve a large cost reduction.
In addition, it is made of a resin with good releasability, and V-shaped cut grooves are provided at the four outer corners, making it easy to release the mold. It also has the excellent effect of being an environmentally friendly product.

本発明の実施の形態に係るコンクリート強度試験供試体用の軽量化した型枠の平面図である。1 is a plan view of a lightened formwork for a concrete strength test specimen according to an embodiment of the present invention; FIG. 同軽量化した型枠の長辺側の側面図である。It is a side view of the long side of the lightened formwork. 同軽量化した型枠の短辺側の側面図である。It is a side view of the short-side side of the same lightweight formwork. 同軽量化した型枠の底面図である。It is a bottom view of the same lightweight formwork. 同軽量化した型枠の上面側から見た斜視図である。It is the perspective view seen from the upper surface side of the same lightweight formwork. 同軽量化した型枠の底面側から見た斜視図である。It is the perspective view seen from the bottom face side of the same lightweight formwork. (a)、(b)は、同軽量化した型枠における外側四隅コーナ部に設けられた引き剥せる一対のV字状の切込み溝の部側をそれぞれ拡大して略図的に示した説明図である。(a) and (b) are explanations schematically showing enlarged ends of a pair of peelable V-shaped cut grooves provided at the outer four corners of the lightened formwork. It is a diagram.

本発明を図示の実施の形態に基づいて詳しく説明する。
まず、好ましい一実施例を示した図1~4について説明すると、コンクリート強度試験用供試体を形成するための長方形の箱型の型枠1であって、例えば、材料として好ましくは剥離性が良く、高密度のポリエチレン樹脂またはポリプロピレン樹脂等の合成樹脂を使用し、上面に開口部2を形成し、少なくとも肉厚が3mm程度の側面3(長辺側3a、短辺側3b)及び底面4が一体成型された長方形の箱型に形成される。
The present invention will be described in detail based on the illustrated embodiments.
First, referring to FIGS. 1 to 4 showing a preferred embodiment, a rectangular box-shaped formwork 1 for forming a concrete strength test specimen, for example, the material preferably has good peelability. , Using a synthetic resin such as high-density polyethylene resin or polypropylene resin, forming an opening 2 on the upper surface, the side surface 3 (long side 3a, short side 3b) and the bottom surface 4 having a thickness of at least about 3 mm It is formed into an integrally molded rectangular box shape.

また、前記箱型の型枠1の全体の剛性(強度)を向上させるために、上面外周部に所要幅のフランジ部5が一体に成型(形成)されると共に、前記側面3及び底面4の外周表面には所要幅で所要高さの複数条のリブ6が所要間隔をもって連続させて一体的にそれぞれ成型(形成)される。この場合に、箱型の一方の側面3から対抗する他方の側面3まで、底面4の外周表面を通して連続させて形成する。 In addition, in order to improve the rigidity (strength) of the box-shaped mold 1 as a whole, a flange portion 5 having a required width is integrally molded (formed) on the outer peripheral portion of the upper surface, and the side surfaces 3 and the bottom surface 4 are formed. A plurality of ribs 6 having a required width and a required height are integrally molded (formed) on the outer peripheral surface so as to be continuous with a required interval. In this case, it is formed continuously through the outer peripheral surface of the bottom surface 4 from one side surface 3 of the box shape to the opposite side surface 3 .

この場合、対抗する他方の側面というのは、要するに、長辺側3aの場合は対抗する他方の長辺側3aまで、短辺側3bの場合は対抗する他方の端辺側3bまでのことであり、それぞれ底面4の外周表面を通して連続させて形成するので、箱型の長辺側3aに設けられるリブ6aと短辺側3bに設けられるリブ6bとが、図4に示したように、底面4の外周表面においては、クロスする状態で一体的に成型(形成)されることになり、コンクリート打設時に重量を支える底面4の強度・剛性が大幅に増強される。なお、箱型の型枠1においては、表現していないが、底面4よりも開口部2側が僅かに広くなるように、側面3(3a、3b)に僅かな型抜き勾配とも言うべきテーパーを付けて形成してある。 In this case, the other opposing side is, in short, up to the other opposing long side 3a in the case of the long side 3a, and up to the other opposing end side 3b in the case of the short side 3b. , and since they are continuously formed through the outer peripheral surface of the bottom surface 4, the ribs 6a provided on the long side 3a of the box shape and the ribs 6b provided on the short side 3b are arranged on the bottom surface as shown in FIG. The outer peripheral surface of 4 is integrally molded (formed) in a crossed state, and the strength and rigidity of the bottom surface 4 that supports the weight during concrete placement are greatly enhanced. In the box-shaped formwork 1, although not shown, the side surfaces 3 (3a, 3b) are tapered so that the opening 2 side is slightly wider than the bottom surface 4. It is attached and formed.

さらに、図5~6には、前記箱型外側四隅コーナ部の側面3a、3bからフランジ部5に掛けて、打設して硬化したコンクリートを容易に脱型できるように、一対のV字状の切込み溝7、8を近接して設けて四隅を引き剥せるように形成し、各切込み溝7、8の各端部7a、8aは、ある程度の強度を維持するために、図7(a)(b)に示したように、浅くなるように形成される。なお、各四隅の引き剥し作業の際に、手助けとなる鉤状の治具が差し込める小孔9をフランジ部5に設けてある。なお、前記実施例に係る箱型の型枠1おいて、使用される材料として、剥離性の良いリサイクル樹脂でなくても使用可能である。 Further, in FIGS. 5 and 6 , a pair of V-shaped joints are provided from the side surfaces 3a and 3b of the box-shaped outer four corners to the flange 5 so that the hardened concrete can be easily removed from the mold. The cut grooves 7 and 8 are provided close to each other so that the four corners can be peeled off. ) is formed to be shallow as shown in (b). The flange portion 5 is provided with a small hole 9 into which a hook-shaped jig can be inserted to assist in peeling off the four corners. In addition, in the box-shaped mold 1 according to the above-described embodiment, the material used does not have to be a recycled resin with good peelability.

また、前記実施例における箱型の型枠1は、軽量でありながらコンクリートの打ち込みや締固め、および運搬などの作業によっても変形せず、予定した寸法の供試体が精度よく形成できるのである。前記箱型の型枠1については、供試体が長方形とは限らないので、例えば、縦・横・長さが10×10×10cm、10×10×40cmや、15×15×53cm用の型枠を軽量化することである。 In addition, the box-shaped formwork 1 in the above embodiment is lightweight, but does not deform even when concrete is poured, compacted, and transported. Regarding the box-shaped mold 1, since the specimen is not limited to a rectangle, for example, a mold for length, width and length of 10 × 10 × 10 cm, 10 × 10 × 40 cm, or 15 × 15 × 53 cm It is to lighten the frame.

本発明に係るコンクリート強度試験用供試体を形成するための箱型の型枠1であって、合成樹脂で側面3及び底面4が一体成型の箱型に形成され、前記箱型の上面外周部に所要幅のフランジ部5が形成されると共に、前記側面3及び底面4の外周部分には複数条のリブ6が所要間隔をもって連続的に形成されている構成であることから、型枠1としての剛性(強度)に優れると共に、従来の鋼製型枠のような組立作業が不要であると共に、鋼製型枠のような隙間がないのでコンクリートの漏れが生じないばかりでなく、軽量であって持ち運びが容易で、作業性が良く大幅なコストダウンが図れるので、この種の業界における供試体の作成に広く使用可能である。 A box-shaped formwork 1 for forming a specimen for a concrete strength test according to the present invention, wherein a side surface 3 and a bottom surface 4 are integrally formed of a synthetic resin into a box-like shape, and the outer periphery of the upper surface of the box-like shape. A flange portion 5 having a required width is formed in the formwork 1, and a plurality of ribs 6 are continuously formed on the outer peripheral portions of the side surface 3 and the bottom surface 4 at required intervals. In addition to being excellent in rigidity (strength), it does not require assembly work unlike conventional steel forms, and since there are no gaps like steel forms, concrete leakage does not occur, and it is lightweight. It is easy to carry around, has good workability, and can achieve a large cost reduction.

1 型枠
2 開口部
3 側面
3a 長辺側
3b 短辺側
4 底面
5 フランジ部
6 リブ
6a 長辺側に設けられたリブ
6b 短辺側に設けられたリブ
7、8 一対のV字状の切込み溝
7a、8a 端部
9 小孔
1 Mold 2 Opening 3 Side 3a Long side 3b Short side 4 Bottom 5 Flange 6 Rib 6a Rib provided on the long side 6b Rib provided on the short side 7, 8 A pair of V-shaped Notch groove
7a, 8a ends
9 small holes

Claims (2)

コンクリート強度試験用供試体を形成するための箱型の型枠であって、
合成樹脂で側面及び底面が一体成型の箱型に形成され、
前記箱型の上面外周部に所要幅のフランジ部が形成されると共に、前記側面及び底面の外周部分には複数条のリブが所要間隔をもって連続的に形成され
前記箱型外側四隅コーナ部に、一対のV字状の切込み溝を設けてあり、
該各切込み溝の各端部は、前記切込み溝が浅くなるよう形成されていること
を特徴とするコンクリート強度試験供試体用の軽量化した型枠。
A box-shaped formwork for forming a concrete strength test specimen,
The sides and bottom are made of synthetic resin to form an integrally molded box shape,
A flange portion having a required width is formed on the outer peripheral portion of the upper surface of the box shape, and a plurality of ribs are continuously formed at required intervals on the outer peripheral portions of the side surfaces and the bottom surface ,
A pair of V-shaped cut grooves are provided at the four corners of the box-shaped outer side,
Each end of each cut groove is formed so that the cut groove is shallow.
A lightweight formwork for a concrete strength test specimen, characterized by:
前記合成樹脂は、剥離性が良い高密度のポリエチレン樹脂またはポリプロピレン樹脂であること
を特徴とする請求項1に記載のコンクリート強度試験供試体用の軽量化した型枠。
The lightweight formwork for a concrete strength test specimen according to claim 1, wherein the synthetic resin is a high-density polyethylene resin or polypropylene resin with good peelability.
JP2018241237A 2018-12-25 2018-12-25 Formwork for concrete strength test specimen Active JP7202177B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009255412A (en) 2008-04-17 2009-11-05 Mitsubishi Plastics Inc Injection mold for transport containers and transport container
CN202330118U (en) 2011-11-30 2012-07-11 成都市市政工程(集团)有限责任公司 Concrete block forming mold for tests

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3198038B2 (en) * 1995-11-24 2001-08-13 株式会社ニフコ Specimen molding form for concrete strength test

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009255412A (en) 2008-04-17 2009-11-05 Mitsubishi Plastics Inc Injection mold for transport containers and transport container
CN202330118U (en) 2011-11-30 2012-07-11 成都市市政工程(集团)有限责任公司 Concrete block forming mold for tests

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