JP2020101501A - Resin mold frame for concrete strength test sample - Google Patents

Resin mold frame for concrete strength test sample Download PDF

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JP2020101501A
JP2020101501A JP2018241238A JP2018241238A JP2020101501A JP 2020101501 A JP2020101501 A JP 2020101501A JP 2018241238 A JP2018241238 A JP 2018241238A JP 2018241238 A JP2018241238 A JP 2018241238A JP 2020101501 A JP2020101501 A JP 2020101501A
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concrete
box
mold frame
resin mold
resin
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JP7202178B2 (en
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田中 徹
Toru Tanaka
徹 田中
宗宏 梅本
Munehiro Umemoto
宗宏 梅本
康浩 井戸
Yasuhiro Ido
康浩 井戸
英紀 大橋
Hidenori Ohashi
英紀 大橋
忠洋 藤沢
Tadahiro Fujisawa
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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Abstract

To provide a light mold frame made of resin used for forming a sample for a concrete strength test, which frame not requiring assembling or cleaning.SOLUTION: The present invention relates to a mold frame 1 in the shape of a box, the mold frame including a side surface 3 and a bottom surface integrally formed into the shape of a box of synthetic resin, flange parts 5a, 5b, and 5c with a predetermined width in the outer edge of the upper surface of the box, and a plurality of ribs 6 continuously formed at regular intervals in the outer edge of the side surface 3 and the bottom surface, the flange part 5a located on the upper surface side in the usage having a larger width than the other flange parts and having a plurality of jig holes. With the structure, the rigidity (strength) of the mold frame 1 is excellent and the assembly work as required to build an existing steel mold frame is not required, and there are no gaps as found in a steel mold frame. Therefore, a mold frame can be attained which solves the problem of leakage of concrete, can be easily carried due to its reduced weight, and has a high operability.SELECTED DRAWING: Figure 5

Description

本発明は、構造体コンクリートの強度を直接検査するための供試体(以下、ボス供試体という)を形成する樹脂製型枠に関するものである。 The present invention relates to a resin mold for forming a specimen (hereinafter referred to as a boss specimen) for directly inspecting the strength of structural 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、試験体採取筒は、コンクリート打設用の型枠に設けられた孔に該型枠の内側から外側に向けて筒体を突出させた状態で取り付けられるもので、該筒体の型枠取付側において試験体を筒内部空間に取り入れる開口部に、打設されたコンクリートのモルタル成分のみを取り込む選別網が設けられていることを特徴とする試験体採取筒、である(特許文献1)。 As this type of formwork, a plurality of facilities are known in the art. For example, as a first known technique, a test sample collecting cylinder is attached to a hole provided in a concrete pouring form with the cylinder protruding from the inside to the outside of the form. A test sample collecting tube characterized in that a screening net for taking in only the mortar component of the cast concrete is provided in the opening for taking the test object into the internal space of the tube on the mold mounting side of the tube. , (Patent Document 1).

この第1の公知技術に係る試験体採取筒によれば、筒体の型枠取付側において試験体を筒内部空間に取り入れる開口部に、打設されたコンクリートのモルタル成分のみを取り込む選別網が設けられているので、打設コンクリートのモルタル分のみの試験体を得ることが可能となる、というものである。 According to the test sample collecting cylinder according to the first known technology, the selection net for taking in only the mortar component of the cast concrete is provided in the opening for taking the test sample into the internal space of the cylinder on the mold mounting side of the cylinder. Since it is provided, it is possible to obtain a test body of only the mortar content of the cast concrete.

第2の公知技術としては、合成樹脂製で筒状の周壁と有孔の底板とを一体化した薄肉の筒状体からなるコンクリート供試体を成形するための型枠であって、該筒状体の周壁における上下端間に、引き裂き可能な極薄肉底で連結された複数の切り溝が設けられ、該筒状体の上部口縁の対向位置には周壁を上記切り溝において引き裂くための一対の摘みが設けられ、該筒状体の底部上に無孔の底板が圧嵌されている、ことを特徴とするコンクリート供試体用型枠、である(特許文献2)。 A second known technique is a mold for molding a concrete specimen made of a synthetic resin, which is a thin-walled tubular body in which a tubular peripheral wall and a perforated bottom plate are integrated. A plurality of cut grooves connected by a tearable ultrathin bottom are provided between the upper and lower ends of the peripheral wall of the body, and a pair for tearing the peripheral wall at the cut grooves is provided at an opposing position of the upper rim of the tubular body. Is provided, and a non-perforated bottom plate is press-fitted onto the bottom of the cylindrical body, which is a formwork for a concrete specimen (Patent Document 2).

この第2の公知技術に係る供試体型枠によれば、コンクリート供試体用型枠を、簡単な構成で軽量・安価な合成樹脂成形品として構成することができ、しかも、その型枠からの供試体の取り出しに工具等を必要とせず、手作業で簡単に取り出すことができ、廃棄物となる使用済み型枠も少量の合成樹脂材だけにすることができる。また、筒状体を熱伝導率の低い合成樹脂により形成しているので、硬化あるいは養生中の供試体を適切な環境に置き、品質の良い供試体を製造することができる、というものである。 According to the sample mold of the second known technique, the concrete sample mold can be configured as a lightweight and inexpensive synthetic resin molded product with a simple configuration, and moreover, it can be formed from the mold. No tools, etc. are required to take out the specimen, and it can be taken out easily by hand, and the used formwork used as waste can be made of only a small amount of synthetic resin material. Further, since the tubular body is formed of a synthetic resin having a low thermal conductivity, it is possible to place a specimen under curing or curing in an appropriate environment and manufacture a specimen of good quality. ..

特許第3357316号の特許公報Patent Publication of Japanese Patent No. 3357316 特開2009−190225号の公開公報Japanese Unexamined Patent Publication No. 2009-190225

前記第1の公知技術の発明においては、試験体採取用の型枠は筒体であって、該筒体の型枠取付側において試験体を筒内部空間に取り入れる開口部に、打設されたコンクリートのモルタル成分のみを取り込む選別網が設けられている構成であるため、採取されたコンクリート供試体についてはモルタル成分のみであり、コンクリートの強度に寄与するジャリ(小石)が除かれていることによって、日本工業規格に基づく実質的な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, the mold for collecting the test body is a cylinder, and the mold is mounted on an opening for taking the test body into the cylinder inner space on the mold mounting side of the cylinder. Since the selection net that takes in only the mortar component of concrete is provided, the concrete specimens that are sampled contain only the mortar component, and the jari (pebbles) that contribute to the strength of concrete are removed. However, there is a problem (subject) that it is not possible to obtain substantial test results based on Japanese Industrial Standards.

また、前記第2の公知技術のコンクリート供試体用型枠は、筒状の周壁と有孔の底板とを一体化した薄肉の筒状体であり、該筒状体の底部に圧嵌された底板が設けられると共に、高強度の外套体を外嵌させており、二重の構造を必要とするものであるから、供試体を作成する上で構造が複雑であって実質的に操作性が悪くコストも高くなるという問題点(課題)を有している。 Further, the second known formwork for concrete specimen is a thin-walled tubular body in which a tubular peripheral wall and a perforated bottom plate are integrated, and is press-fitted onto the bottom of the tubular body. Since a bottom plate is provided and a high-strength outer shell is fitted on the outer shell, which requires a double structure, the structure is complicated and the operability is substantially reduced when creating the specimen. There is a problem (problem) that the cost is bad and the cost is high.

本発明は、前記課題を解決するために、合成樹脂による成型手段により形成され所要の強度があり構造的にも簡単で安価で、使い捨て可能な軽量化した樹脂製型枠を提供することを目的とするものである。 In order to solve the above-mentioned problems, an object of the present invention is to provide a lightweight resin mold which is formed by a molding means of synthetic resin, has a required strength, is structurally simple and inexpensive, and is disposable. It is what

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樹脂製型枠であって、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幅の異なる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、使用時において上面側となるフランジ部は他のフランジ部の幅より大きく形成すると共に複数の治具用孔を形成してあ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樹脂製型枠を提供するものである。 The present invention is, as a specific means for solving the above-mentioned problems, a box-shaped resin mold for forming a concrete strength test specimen, which is formed of a synthetic resin into a box-shaped integrally formed side surface and bottom surface. Flanges having different widths are 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 surface and the bottom surface at a required interval. The flange part is made wider than the other flange parts and a plurality of jig holes are formed, which provides a lightweight resin mold for concrete strength test specimens. is there.

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;前記箱型の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;および前記箱型の上辺となる側面に、コンクリート打設時に空気溜りを生じさせない複数の空気抜き孔が形成されていること;を付加的要件として含むものである。 In the above invention, the synthetic resin is a high-density polyethylene resin or polypropylene resin having good peelability; V-shaped cut grooves are provided in the outer corners of the box-shaped box; An additional requirement is that a plurality of air vent holes are formed on the side surface, which is the upper side of the mold, so as not to create air pockets when pouring concrete.

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樹脂製型枠によれば、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。
また、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。
さらに、樹脂製型枠を割り取りした後、箱型の型枠を樹脂ボックスとしてそのまま梱包材に使用し、運搬作業の際に活用できるという優れた効果を奏する。
According to the lightened resin mold for the concrete strength test specimen according to the present invention, since it is an integrally molded product made of resin, it is not necessary to perform an assembly work like a conventional steel mold, and the steel mold is used. Since there is no gap like the formwork, concrete does not leak, and it is lightweight, easy to carry, has good workability, and achieves significant cost reduction.
In addition, since it is made of a resin with good peeling property and V-shaped cut grooves are provided at the four corners on the outer side, the mold releasing work is easy, and the polyethylene resin or the polypropylene resin can be used even if it is discarded as a disposable product. It also has the excellent effect of being an eco-friendly product.
Further, after dividing the resin mold, the box-shaped mold can be used as a resin box as a packaging material as it is, and it can be utilized during transportation work, which is an excellent effect.

本発明の実施の形態に係る構造体コンクリートの強度を直接検査できる供試体を得るための樹脂製型枠の平面図である。It is a top view of the resin-made frame for obtaining the sample which can directly inspect the strength of structure concrete concerning an embodiment of the invention. 同樹脂製型枠の長辺側の側面図である。It is a side view of the long side of the resin mold. 同樹脂製型枠の短辺側の側面図である。It is a side view of the short side of the resin mold. 同樹脂製型枠の底面図である。It is a bottom view of the resin mold. 同樹脂製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 resin mold. 同樹脂製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 resin mold. (a)、(b)は、同樹脂製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字状の切込み溝の短部側をそれぞれ拡大して示した説明図である。(A), (b) is explanatory drawing which expanded and showed the short part side of a pair of V-shaped notch groove|channels which can be peeled provided in the outer four corner corner part in the same resin mold. 同樹脂製型枠を構造体コンクリート構築用の型枠に取付けた状況を示した断面図である。It is sectional drawing which showed the condition which attached the resin-made mold to the mold for structure concrete construction. 同樹脂製型枠を構造体から離脱させる状況を示した断面図である。FIG. 6 is a cross-sectional view showing a situation where the resin mold frame is separated from the structure.

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、構造体コンクリートの強度を直接検査できる供試体を得るための箱型の樹脂製型枠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 box-shaped resin mold 1 for obtaining a specimen capable of directly inspecting the strength of structural concrete, for example, preferably as a material, Highly peelable, high density synthetic resin such as polyethylene resin or polypropylene resin is used, the opening 2 is formed on the upper surface, and the side surface 3 has a thickness of at least 3 mm (long side 3a, short side 3b). And the bottom surface 4 are integrally formed into a rectangular box shape.

また、前記箱型の樹脂製型枠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、図1に示したように、樹脂製型枠1の使用時に上下辺となる側面3、つまり長辺側3aに形成されるフランジ部5a、5bは、短辺側3bに形成されるフランジ部5cよりも数倍幅広く形成されるのであり、例えば、下辺となる側面に形成されるフランジ部5bは、短辺側3bに形成されるフランジ部5cの約2倍の広さに形成され、上辺となる長辺側3aに形成されるフランジ部5aはフランジ部5cの約4倍の広さに形成される。なお、図2に示したように、上辺となる長辺側3aには、コンクリート打設時に空気溜りを無くすための空気抜き孔10が複数個形成され、また、コンクリート硬化後に構造体から供試体を分離するための治具を保持または挿通する複数の治具用孔11がフランジ部5aに設けられている。 Further, in order to improve the overall rigidity (strength) of the box-shaped resin mold frame 1, a flange portion 5 having a required width is integrally molded (formed) on the outer peripheral surface of the upper surface, and the side surface 3 and the bottom surface are formed. A plurality of ribs 6 having a required width and a required height are continuously formed at a required interval and integrally molded (formed) on the outer peripheral surface of 4. In this case, as shown in FIG. 1, the side surfaces 3 that are upper and lower sides when the resin mold 1 is used, that is, the flange portions 5a and 5b formed on the long side 3a are formed on the short side 3b. The flange portion 5c is formed to be several times wider than the flange portion 5c. For example, the flange portion 5b formed on the lower side surface is formed to be about twice as wide as the flange portion 5c formed on the short side 3b. The flange portion 5a formed on the long side 3a, which is the upper side, is formed to be about four times as wide as the flange portion 5c. As shown in FIG. 2, a plurality of air vent holes 10 are formed on the long side 3a, which is the upper side, to eliminate air pockets when pouring concrete, and after the concrete is cured, the structure is removed from the specimen. A plurality of jig holes 11 for holding or inserting jigs for separation are provided in the flange portion 5a.

さらに、リブ6の形成について、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。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変形しないように側面3及び底面4の強度・剛性が大幅に増強される。なお、箱型の樹脂製型枠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。 Further, with respect to the formation of the ribs 6, the ribs 6 are continuously formed from one side surface 3 of the box shape to the other side surface 3 opposite thereto through the outer peripheral surface of the bottom surface 4. In this case, the other side face to be opposed means, in short, to the other long side side 3a to be opposed in the case of the long side 3a and to the other end side 3b to be opposed in the case of the short side 3b. Since they are formed continuously through the outer peripheral surface of the bottom surface 4, the rib 6a provided on the long side 3a and the rib 6b provided on the short side 3b of the box-like shape are formed 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 side surface 3 and the bottom surface 4 are greatly enhanced so as not to be deformed during concrete pouring. Although not expressed in the box-shaped resin frame 1, it should be called a slight die-cutting slope on the side surfaces 3 (3a, 3b) so that the opening 2 side is slightly wider than the bottom surface 4. It is formed with a taper.

また、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及び樹脂製型枠1としての使用時に、手助けとなる鉤状の治具及び取付ネジまたはボルトが差し込める小孔9をフランジ部5a、5bに設けてある。なお、前記実施例に係る箱型の樹脂製型枠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。 In addition, in FIGS. 5 and 6, a pair of V-shapes are provided so that concrete hardened by being hung from the side surfaces 3a and 3b of the box-shaped outer four corner corners to the flange portion 5 and easily poured can be demolded. 7A and 7B are formed in such a manner that the notch grooves 7 and 8 of FIG. 7A are provided close to each other so that the four corners can be peeled off, and that each end of each notch groove 7 and 8 maintains a certain degree of strength. ) As shown in FIG. It should be noted that the flange portions 5a and 5b are provided with small holes 9 into which hook-shaped jigs and mounting screws or bolts, which assist in the work of peeling off each of the four corners and the use as the resin mold 1, can be inserted. .. In addition, in the box-shaped resin mold 1 according to the above-mentioned embodiment, it is possible to use a material that is not a recycled resin having good peelability as a material to be used.

このように形成された樹脂製型枠1は、図8に示したように、コンクリート構造体を形成する型枠12に所要大きさの孔13を開け、該孔13に樹脂製型枠1の側面3(3a,3bからなる胴部)を嵌め込み、フランジ部5a、5b、5cを型枠12の内側に当接させて、型枠12の外側に側面3(胴部)が突出するように取り付けられる。この取り付けに当たって、樹脂製型枠1のフランジ部5a、5b、5cの表面側に金属製の成形板14を配設すると共に上面側のフランジ部5aに対応する位置に金属製のスリット板15を配設する。前記成形板14の外径は、樹脂製型枠1のフランジ部5a、5b、5cの外径と略一致する大きさで、樹脂製型枠1の開口部2よりも全体的に少し小さめの開口部16が形成されたものであり、前記スリット板15は、成形板14より少し厚手でフランジ部5aより少し巾広に形成されると共に、下端部17は尖鋭に形成されている。そして、予め治具用孔11を介して成形板14に螺合させると共に先端の小径部をスリット板15に係合させてボルト18を取り付けてある。 In the resin mold 1 thus formed, as shown in FIG. 8, a hole 13 of a required size is opened in the mold 12 forming the concrete structure, and the resin mold 1 is formed in the hole 13. The side surface 3 (the body portion including 3a and 3b) is fitted, and the flange portions 5a, 5b, and 5c are brought into contact with the inner side of the form 12, so that the side surface 3 (the body portion) projects outside the form frame 12. It is attached. At the time of this attachment, a metal molding plate 14 is arranged on the front surface side of the flange portions 5a, 5b, 5c of the resin mold 1 and a metal slit plate 15 is provided at a position corresponding to the flange portion 5a on the upper surface side. Arrange. The outer diameter of the molding plate 14 is substantially the same as the outer diameter of the flange portions 5a, 5b, 5c of the resin mold 1 and is slightly smaller than the opening 2 of the resin mold 1 as a whole. An opening 16 is formed, and the slit plate 15 is slightly thicker than the molding plate 14 and slightly wider than the flange 5a, and the lower end 17 is sharply formed. Then, the bolt 18 is attached in advance by screwing it into the forming plate 14 through the jig hole 11 and engaging the small diameter portion of the tip with the slit plate 15.

このように構造体を形成する型枠12に取り付けられた樹脂製型枠1は、構造体を形成するコンクリート19を型枠12内に打設すると、必然的に成形板14の開口部16から樹脂製型枠1内に流入し、空気抜き孔10の存在によって樹脂製型枠1内には空気溜りが存在せず、打設したコンクリート19が樹脂製型枠1内の隅々まで充満するのである。打設したコンクリート19は、型枠12内及び樹脂製型枠1内で同じ環境の下で所要期間に亘って養生され硬化することになる。 In this way, the resin mold 1 attached to the mold 12 forming the structure inevitably comes out from the opening 16 of the forming plate 14 when the concrete 19 forming the structure is placed in the mold 12. Since there is no air reservoir inside the resin mold 1 due to the presence of the air vent holes 10 because the air flows into the resin mold 1, the cast concrete 19 fills every corner of the resin mold 1. is there. The cast concrete 19 is cured and hardened in the mold 12 and the resin mold 1 under the same environment for a required period.

そして、構造体コンクリートが硬化して型枠12を取り外す際に、図9に示したように、まず、スパナ又はラチェットレンチ20を用いて、ボルト18を締め付ける方向に回すと成形板14がスリット板15から離隔する方向に作用する強い力が付与される。この離隔する作用によって、成形板14における開口部16のコンクリートに上下方向のひび割れ(亀裂)21が入り、該ひび割れ21によって成形板14と共に樹脂製型枠1が型枠12と一緒に構造体コンクリートから割り取り(分離)することができるのであり、樹脂製型枠1内のコンクリートは、樹脂製型枠1から脱型させて構造体コンクリートの試験用の供試体として同じ構造体の内部で保存するのである。なお、運搬の際には、そのまま樹脂ボックスの梱包材として使用することもできる。 Then, when the structural concrete is hardened and the formwork 12 is removed, as shown in FIG. 9, first, using a spanner or a ratchet wrench 20, the bolt 18 is turned in the tightening direction, and the molding plate 14 becomes a slit plate. A strong force acting in a direction away from 15 is applied. By this separating action, vertical cracks (cracks) 21 are formed in the concrete of the opening 16 in the molding plate 14, and the resin mold 1 together with the molding plate 14 together with the molding plate 14 causes the structural concrete together with the molding plate 14 due to the cracks 21. The concrete in the resin mold 1 can be removed from the resin mold 1 and stored inside the same structure as a specimen for testing the structure concrete. To do. In addition, at the time of transportation, it can be used as it is as a packaging material for a resin box.

前記実施例における箱型の樹脂製型枠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。前記箱型の樹脂製型枠1については、供試体が長方形であり、例えば、縦・横・長さが75mm×75mm×150mm、100mm×100mm×100mm、100mm×100mm×200mmや、125mm×125mm×250mm用の樹脂製型枠を軽量化することである。 The box-shaped resin mold 1 in the above-described embodiment is lightweight, but it is not deformed by work such as concrete driving, compaction, and transportation, and a test piece having a predetermined size can be accurately formed. Regarding the box-shaped resin mold 1, the specimen is rectangular, and for example, the length, width, and length are 75 mm×75 mm×150 mm, 100 mm×100 mm×100 mm, 100 mm×100 mm×200 mm, and 125 mm×125 mm. To reduce the weight of the resin mold for 250 mm.

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樹脂製型枠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幅の異なるフランジ部5(5a、5b、5c)が形成され、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、使用時において上面側となるフランジ部5aは他のフランジ部5b、5cの幅の数倍の幅に形成すると共に複数の治具用孔を形成してある構成であることから、樹脂製型枠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 resin frame 1 for forming a concrete strength test specimen according to the present invention, wherein a side surface 3 and a bottom surface 4 are formed of a synthetic resin into an integrally molded box shape, and an upper surface of the box shape. Flange portions 5 (5a, 5b, 5c) having different widths are formed on the outer peripheral portion, 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 a required interval. Since the flange portion 5a on the side is formed to have a width that is several times the width of the other flange portions 5b and 5c and a plurality of jig holes are formed, the rigidity of the resin mold 1 is improved. It is excellent in (strength), does not require the assembly work like the conventional steel formwork, and has no gaps like the steel formwork, so concrete leakage does not occur and it is lightweight and portable. Since it is easy to perform, the workability is good, and the cost can be greatly reduced, it can be widely used for producing test pieces in this kind of industry.

1 樹脂製型枠
2 開口部
3 側面
3a 長辺側
3b 短辺側
4 底面
5、5a、5b、5c 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
9 小孔
10 空気抜き孔
11 治具用孔
12 コンクリート構造体を形成する型枠
13 所要大きさの孔
14 成形板
15 スリット板
16 成形板
17 下端部
18 ボルト
19 コンクリート
20 ラチェットレンチ
21 ひび割れ
1 Resin Formwork 2 Opening 3 Side 3a Long Side 3b Short Side 4 Bottom 5 5a, 5b, 5c Flange 6 Rib 6a Rib 6b provided on the long side Rib 7 provided on the short side 7 , 8 a pair of V-shaped notches
9 Small Hole 10 Air Venting Hole 11 Jig Hole 12 Formwork for Forming Concrete Structure 13 Hole of Required Size 14 Forming Plate 15 Slit Plate 16 Forming Plate 17 Lower End 18 Bolt 19 Concrete 20 Ratchet Wrench 21 Crack

Claims (4)

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樹脂製型枠であって、
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幅の異なる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、
使用時において上面側となるフランジ部は他のフランジ部の幅より大きく形成すると共に複数の治具用孔を形成してあること
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樹脂製型枠。
A box-shaped resin mold for forming a concrete strength test specimen,
The side surface and bottom surface are made of synthetic resin into an integrally molded box shape,
Flange portions having different widths are 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 surface and the bottom surface,
A lightweight resin mold for concrete strength test specimens, characterized in that the flange portion on the upper surface side when used is formed to be wider than the width of other flange portions and also has a plurality of jig holes. frame.
前記合成樹脂は、コンクリートとの剥離性が良い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樹脂製型枠。
The lightweight synthetic resin mold for a concrete strength test specimen according to claim 1, wherein the synthetic resin is a polyethylene resin or a polypropylene resin having a good peeling property from concrete.
前記箱型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
を特徴とする請求項1乃至2のいずれかに記載のコンクリート強度試験供試体用の軽量化した樹脂製型枠。
A lightweight resin mold for a concrete strength test specimen according to any one of claims 1 to 2, wherein V-shaped cut grooves are provided in the box-shaped outer four corners.
前記箱型の上辺となる側面に、コンクリート打設時に空気溜りを生じさせない複数の空気抜き孔が形成されていること
を特徴とする請求項1乃至3のいずれかに記載のコンクリート強度試験供試体用の軽量化した樹脂製型枠。
The concrete strength test specimen according to any one of claims 1 to 3, wherein a plurality of air vent holes are formed on the side surface serving as the upper side of the box mold so as not to generate air pockets when pouring concrete. A lightweight resin mold.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115401774A (en) * 2022-08-24 2022-11-29 浙江交工金筑交通建设有限公司 Method for integrally forming concrete test piece

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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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Publication number Priority date Publication date Assignee Title
JPH09145570A (en) * 1995-11-24 1997-06-06 Nifco Inc Sample molding form for concrete strength test
JP2000085773A (en) * 1998-09-17 2000-03-28 Gifu Plast Ind Co Ltd Carriage container
JP2009255412A (en) * 2008-04-17 2009-11-05 Mitsubishi Plastics Inc Injection mold for transport containers and transport container
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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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115401774A (en) * 2022-08-24 2022-11-29 浙江交工金筑交通建设有限公司 Method for integrally forming concrete test piece
CN115401774B (en) * 2022-08-24 2023-12-01 浙江交工金筑交通建设有限公司 Method for integrally forming concrete test piece

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