JP2012215400A - Manufacturing method of test piece for adhesive for hole-in anchor - Google Patents

Manufacturing method of test piece for adhesive for hole-in anchor Download PDF

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JP2012215400A
JP2012215400A JP2011079250A JP2011079250A JP2012215400A JP 2012215400 A JP2012215400 A JP 2012215400A JP 2011079250 A JP2011079250 A JP 2011079250A JP 2011079250 A JP2011079250 A JP 2011079250A JP 2012215400 A JP2012215400 A JP 2012215400A
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adhesive
test
block
capsule
hole
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Harukatsu Kadoya
治克 角屋
Satoshi Murayama
聡 村山
Mitsuhiro Yoshida
光博 吉田
Yoshiteru Maruyama
喜照 丸山
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Okabe Co Ltd
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Okabe Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a manufacturing method of a test piece for an adhesive for a hole-in anchor, capable of easily manufacturing the test piece for the adhesive by a simple procedure under a condition almost same as that of a real work and capable of being preferably used for a test for presuming adhesive property such as adhesive intensity and quality in a site work state.SOLUTION: A sample block body 1 in which a groove part 8 is obtained in each of separated block pieces 6 and a kneading tool 2 for crushing an adhesive encapsulating capsule 9 to be inserted into a sample drilled hole 4 and kneading the adhesive are prepared, by forming the sample drilled hole 4 in accordance with the specification of a hole-in anchor. Then, the adhesive encapsulating capsule is inserted into the sample drilled hole, and the capsule is crushed and kneaded by the kneading tool. Then, the block pieces are separated from each other and the adhesive containing capsule pieces after kneaded is collected as a sample from the groove part, and then the sample is filled in a mold for producing a test piece and hardened to produce the test piece to be used for testing.

Description

本発明は、実施工とほぼ同じ条件で、簡単な手順で容易に接着剤の試験体を作製することが可能で、現場施工状態における接着剤の強度や品質などの接着性能を推認するための試験に好ましく用いることができるあと施工アンカー用接着剤の試験体作製方法に関する。   The present invention is capable of easily producing a test specimen of an adhesive in a simple procedure under almost the same conditions as those of the execution work, and for estimating the adhesive performance such as the strength and quality of the adhesive in the on-site construction state. The present invention relates to a method for preparing a test body for an adhesive for post-construction anchors that can be preferably used for testing.

躯体表面に形成した削孔に接着剤を介して定着されるあと施工アンカーの施工では、接着剤を封入した接着剤封入カプセルを削孔に挿入し、削孔内でアンカーによりカプセルを破砕し接着剤を練り混ぜるようにしている。   In the construction of post-installed anchors, which are fixed to the drilling holes formed on the housing surface via an adhesive, an adhesive-encapsulated capsule encapsulating the adhesive is inserted into the drilling hole, and the capsules are crushed and bonded by the anchors in the drilling holes. I am trying to mix the agent.

接着剤は例えば、セメントや水などの各種材料からなり、カプセルに封入されたこれら各種材料がアンカーによって練り混ぜられることにより、接着性能を発揮する。接着剤自体の強度や品質等の接着性能を確認する場合には、十分に時間をかけて練り混ぜた接着剤から試験体を作製し、この試験体を用いて各種試験を行っている。   An adhesive agent consists of various materials, such as cement and water, for example, and when these various materials enclosed with the capsule are kneaded with an anchor, adhesive performance is exhibited. When confirming the adhesive performance such as strength and quality of the adhesive itself, a test specimen is prepared from the adhesive kneaded with sufficient time, and various tests are performed using this test specimen.

ところで、実際の施工では、上記のように試験体を作製する場合とは異なり、接着剤の練り混ぜは、アンカーを削孔に打ち込むまでの短い時間で終了し、また、破砕されたカプセル片が混入している。従って、実際の現場施工で得られる接着剤の強度や品質等の接着性能は、各種試験による接着剤そのものの接着性能とは異なっている。   By the way, in the actual construction, unlike the case where the specimen is prepared as described above, the kneading of the adhesive is completed in a short time until the anchor is driven into the drilling hole, and the crushed capsule pieces are It is mixed. Accordingly, the adhesive performance such as strength and quality of the adhesive obtained by actual on-site construction is different from the adhesive performance of the adhesive itself by various tests.

現場での実際の施工状態における接着剤の接着性能を確認するための技術としては、特許文献1及び特許文献2が知られている。   Patent Literature 1 and Patent Literature 2 are known as techniques for confirming the adhesive performance of an adhesive in an actual construction state on site.

特許文献1の「耐震補強工事におけるアンカーボルト引張耐力検査工具」は、摩擦圧接ボルトとボルト引張耐力検査用カプラーとテンションバーとから構成される摩擦圧接ボルト引抜治具を設け、該引抜治具を介して工事現場にて高性能・多機能型アンカーボルトの非破壊試験を行うようにしている。   The “anchor bolt tensile strength inspection tool in seismic reinforcement work” of Patent Document 1 is provided with a friction welding bolt drawing jig composed of a friction welding bolt, a bolt tensile strength testing coupler, and a tension bar. Through the non-destructive testing of high-performance, multi-functional anchor bolts at construction sites.

特許文献2の「アンカー用せん断試験機」は、躯体表面に沿って配設される本体部およびこの本体部から躯体表面に垂直な方向に突設された突出部を有して前記本体部がアンカーの躯体表面から露出した露出部に着脱可能に連結することが可能になっている支圧板と、固定アンカーによって躯体表面に着脱可能に固定される反力台と、反力台上に載置されると共に反力台に反力を取って支圧板の突出部に対して躯体表面に沿った駆動力を付与する駆動源と、駆動源による荷重を測定する荷重測定器とを備えるアンカー用せん断試験機を用いるようにしている。   The “anchor shear tester” of Patent Document 2 has a main body portion arranged along the surface of the housing and a projecting portion projecting from the main body portion in a direction perpendicular to the housing surface. A bearing plate that can be detachably connected to the exposed portion exposed from the surface of the anchor body, a reaction force table that is detachably fixed to the surface of the housing by a fixed anchor, and is placed on the reaction force table The anchor shear includes a driving source that applies a reaction force to the reaction force table and applies a driving force along the surface of the housing to the projecting portion of the bearing plate, and a load measuring device that measures a load by the driving source. A testing machine is used.

特開2001−50877号公報JP 2001-50877 A 特開2005−283224号公報JP 2005-283224 A

現場での実施工にて、接着剤の強度や品質等の接着性能の確認試験を行うことは、試験機の搬入や設置などを含め、非常に手間と労力がかかるという課題があった。   Performing the confirmation test of the adhesive performance such as the strength and quality of the adhesive in the construction work at the site has a problem that it takes a lot of labor and labor, including the installation and installation of the testing machine.

本発明は上記従来の課題に鑑みて創案されたものであって、実施工とほぼ同じ条件で、簡単な手順で容易に接着剤の試験体を作製することが可能で、現場施工状態における接着剤の強度や品質などの接着性能を推認するための試験に好ましく用いることができるあと施工アンカー用接着剤の試験体作製方法を提供することを目的とする。   The present invention was devised in view of the above-described conventional problems, and it is possible to easily prepare a test specimen of an adhesive by a simple procedure under substantially the same conditions as those of an execution work. It aims at providing the test body preparation method of the adhesive agent for post-installation anchors which can be preferably used for the test for estimating adhesive performance, such as an intensity | strength and quality of an agent.

本発明にかかるあと施工アンカー用接着剤の試験体作製方法は、あと施工アンカーを削孔に定着させるために、該削孔に挿入した接着剤封入カプセルを破砕し練り混ぜたときに得られる、破砕されたカプセル片を含む練り混ぜ後の接着剤を試料にして試験体を作製するためのあと施工アンカー用接着剤の試験体作製方法であって、単一ブロックを分断してブロック片を形成し、これらブロック片を、分断箇所で合わせて分離可能に接合して再生ブロックを形成し、該再生ブロックが有する分断境界位置に、あと施工アンカーの規格に合わせて供試削孔を形成し、該再生ブロックを該ブロック片に分離することによりこれらブロック片それぞれに溝部が得られる供試ブロック体と、上記供試削孔に挿入される接着剤封入カプセルを破砕し接着剤を練り混ぜるための練り混ぜ具とを準備し、次いで、上記供試削孔内に接着剤封入カプセルを挿入して、上記練り混ぜ具でカプセルを破砕すると共に接着剤の練り混ぜを行い、次いで、上記ブロック片を分離して、カプセル片を含む練り混ぜ後の接着剤を試料として上記溝部から採取し、次いで、上記試料を、試験体作製用の型枠に充填し硬化させて、試験に供するための試験体を作製するようにしたことを特徴とする。   The test specimen preparation method of the adhesive for post-installation anchor according to the present invention is obtained when the adhesive-encapsulated capsule inserted into the drilling hole is crushed and kneaded in order to fix the post-installed anchor to the drilling hole. This is a method for preparing a specimen for adhesives for post-installation anchors for preparing a test body using a sample of the adhesive after mixing, including crushed capsule pieces, and forming a block piece by dividing a single block Then, these block pieces are joined at the parting position so as to be separably joined to form a reclaimed block, and at the parting boundary position of the reclaimed block, a test drill hole is formed according to the specifications of the post-construction anchor, A test block body in which a groove is obtained in each of the block pieces by separating the regenerated block into the block pieces, and an adhesive encapsulating capsule that is inserted into the test hole, Preparing a kneading tool for kneading, then inserting an adhesive-encapsulated capsule into the test hole, crushing the capsule with the kneading tool and kneading the adhesive, The block piece is separated, and the mixed adhesive containing the capsule piece is taken as a sample from the groove, and then the sample is filled in a mold for preparing a test specimen and cured to be used for the test. It is characterized by producing a test body for the purpose.

本発明にかかるあと施工アンカー用接着剤の試験体作製方法にあっては、実施工とほぼ同じ条件で、簡単な手順で容易に接着剤の試験体を作製することができ、現場施工状態における接着剤の強度や品質などの接着性能を推認するための試験に好ましく用いることができる。   In the method for preparing an adhesive specimen for post-construction anchor according to the present invention, an adhesive specimen can be easily produced in a simple procedure under almost the same conditions as in the construction work. It can be preferably used in a test for inferring adhesive performance such as strength and quality of the adhesive.

本発明に係るあと施工アンカー用接着剤の試験体作製方法の好適な一実施形態に用いられる供試ブロック体を説明する説明図である。It is explanatory drawing explaining the test block body used for suitable one Embodiment of the test body preparation method of the adhesive agent for post-construction anchors concerning this invention. 図1に示した供試ブロック体を組み合わせて供試削孔を再現する一つの方法を示す概略斜視図である。It is a schematic perspective view which shows one method of reproducing a test drilling hole combining the test block body shown in FIG. 本発明に係るあと施工アンカー用接着剤の試験体作製方法の好適な一実施形態における接着剤封入カプセルを練り混ぜ具で破砕し練り混ぜる準備段階を示す概略斜視図である。It is a schematic perspective view which shows the preparatory stage which crushes and mixes the adhesive agent enclosure capsule in suitable one Embodiment of the test body preparation method of the adhesive agent for post-installation anchors which concerns on this invention with a kneading tool. 図1に示した供試ブロック体のブロック体の溝部から接着剤の試料を採取する様子を示す概略斜視図である。It is a schematic perspective view which shows a mode that the sample of an adhesive agent is extract | collected from the groove part of the block body of the test block body shown in FIG. 図4で採取した試料を型枠に充填した様子を示す概略斜視図である。It is a schematic perspective view which shows a mode that the sample extract | collected in FIG. 4 was filled in the mold. 図5の型枠で硬化させた試験体を示す概略斜視図である。It is a schematic perspective view which shows the test body hardened | cured with the formwork of FIG.

以下に、本発明にかかるあと施工アンカー用接着剤の試験体作製方法の好適な一実施形態を、添付図面を参照して詳細に説明する。図1〜図6には、本実施形態に係るあと施工アンカー用接着剤の試験体作製方法の手順が順次示されている。本実施形態に係るあと施工アンカー用接着剤の試験体作製方法では、まず最初に、供試ブロック体1と練り混ぜ具2とを準備する。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, a preferred embodiment of a method for preparing a specimen for an adhesive for post-construction anchor according to the present invention will be described in detail with reference to the accompanying drawings. 1 to 6 sequentially show the procedure of the method for preparing a test specimen for post-installed anchor according to the present embodiment. In the post-construction anchor adhesive test body manufacturing method according to the present embodiment, first, the test block body 1 and the kneading tool 2 are prepared.

図1には、供試ブロック体1の作製手順が示されている。供試ブロック体1は、実施工において躯体に設けられる削孔と同じ寸法で、試験体3(図6参照)を作製するための供試削孔4を形成するために用いられる。まず、無垢の単一ブロック5を用意する(図1中、(a)参照)。単一ブロック5は、どのような形態であってもよいが、取扱性からして、図示したような直方体状や円柱状であることが好ましい。単一ブロック5は、金属材料もしくはFRPなどの合成樹脂材料で形成される。   FIG. 1 shows a procedure for producing the test block body 1. The test block body 1 is used to form a test hole 4 for producing the test body 3 (see FIG. 6) with the same dimensions as the hole provided in the housing in the construction work. First, a solid single block 5 is prepared (see (a) in FIG. 1). The single block 5 may be in any form, but is preferably a rectangular parallelepiped shape or a cylindrical shape as shown in view of handleability. The single block 5 is formed of a metal material or a synthetic resin material such as FRP.

単一ブロック5は、ほぼその中央で分断され、これにより互いに向かい合う分断面6aを有する2つのブロック片6が形成される(図1中、(b)参照)。次いで、これらブロック片6を、分断箇所である分断面6a同士を合わせて、元通り分断する前の状態に組み合わせ、その後、溶接(図中、wで示す)や接着、もしくは緊縛するなどして、ブロック片6同士を分離可能に接合し、これにより再生ブロック7を形成する(図1中(c)参照)。再生ブロック7は、その周りに、ブロック片6同士を合わせることで分断面6a同士の突き合わせ位置に形成される分断境界Bを有する。   The single block 5 is divided substantially at the center thereof, thereby forming two block pieces 6 having divided sections 6a facing each other (see (b) in FIG. 1). Next, these block pieces 6 are combined with the state before dividing the divided sections 6a, which are the divided portions, and then welded (indicated by w in the figure), bonded, or bound. The block pieces 6 are joined to each other so as to be separable, thereby forming the reproduction block 7 (see (c) in FIG. 1). The reproduction block 7 has a dividing boundary B formed at the abutting position between the divided sections 6a by combining the block pieces 6 with each other.

次いで、再生ブロック7のいずれかの平坦面を選択し、選択した平坦面の分断境界B位置に、あと施工アンカーの規格に合わせて供試削孔4を形成する(図1中、(d)参照)。   Next, any flat surface of the regenerated block 7 is selected, and a test hole 4 is formed at the dividing boundary B position of the selected flat surface in accordance with the specifications of the post-construction anchor ((d) in FIG. 1). reference).

あと施工アンカーはその規格に従って種々の寸法で形成され、このため、実施工で形成される削孔は、種々の寸法のあと施工アンカーに合わせて、様々な寸法で形成される。再生ブロック7に形成される試験体作製用の供試削孔4は、実施工で用いられるいずれかのあと施工アンカー、言い換えれば実施工で形成されるいずれかの削孔の寸法と同じ寸法で形成される。従って、供試削孔4が形成される再生ブロック7は、あと施工アンカーの規格ごともしくは削孔の寸法ごとに複数種類作成される。   Post-installed anchors are formed with various dimensions in accordance with the standard, and therefore, the drill holes formed by the practical work are formed with various dimensions according to the post-installed anchors of various dimensions. The test hole 4 for test specimen preparation formed in the reclaimed block 7 has the same dimensions as any of the post-construction anchors used in the execution work, in other words, any of the drill holes formed in the execution work. It is formed. Accordingly, a plurality of types of reclaimed blocks 7 in which the test hole 4 is formed are created for each post-installed anchor standard or each hole size.

供試削孔4を再生ブロック7に形成した段階で、供試ブロック体1が完成する。供試ブロック体1は、一体となっている再生ブロック7をブロック片6に分離することにより、これらブロック片6それぞれに、形成した供試削孔4によって各分断面6aに溝部8が得られる構造を備えている(図1中、(e)参照)。試験体3の作製に際しては、供試ブロック体1は、上記溶接wや接着、緊縛するなどした状態で使用に供しても良いし、接合を除去してブロック片6の形態で使用に供してもよい。   The test block body 1 is completed when the test hole 4 is formed in the regenerated block 7. In the test block 1, by separating the integrated reproduction block 7 into block pieces 6, groove portions 8 are obtained in the respective divided sections 6 a by the test cutting holes 4 formed in the block pieces 6. It has a structure (see (e) in FIG. 1). When the test body 3 is produced, the test block body 1 may be used in a state in which it is welded, bonded, bound, or the like, or removed from the joint and used in the form of a block piece 6. Also good.

供試削孔4は、実施工においてあと施工アンカーが定着されると共に、その定着を確保するために接着剤封入カプセル9が挿入される実施工の削孔に対応する。練り混ぜ具2は図3に示すように、実施工と同様に、供試削孔4に挿入される接着剤封入カプセル9を当該供試削孔4内で破砕し接着剤を練り混ぜるために用いられる。練り混ぜ具2は、実施工に用いられるアンカーを使用すればよい。   The test hole 4 corresponds to a hole in the execution work in which the post-installed anchor is fixed in the execution work and the adhesive encapsulating capsule 9 is inserted in order to secure the fixation. As shown in FIG. 3, the kneading tool 2 is used for crushing the adhesive-encapsulated capsule 9 inserted into the test hole 4 and kneading the adhesive in the test hole 4 as in the case of the working. Used. The kneading tool 2 may use an anchor used for the execution work.

供試ブロック体1及び練り混ぜ具2を準備したならば、接着剤封入カプセル9を用いて、試験体3を作製する。供試ブロック体1をブロック片6に分離している場合には、図2に示すように、治具10にてブロック片6を組み、供試削孔4を再現する。   When the test block body 1 and the kneading tool 2 are prepared, the test body 3 is prepared using the adhesive-encapsulated capsule 9. When the test block 1 is separated into the block pieces 6, the block pieces 6 are assembled with the jig 10 as shown in FIG.

図2に例示している治具10は、直方体状の単一ブロック5から作製した供試ブロック体1の底面及び一側面の位置を規定するL字型定盤10aと、定盤10aで位置規制された一側面とは反対側の他側面から供試ブロック体1にあてがわれる拘束板片10bと、拘束板片10bを定盤10aに緊締するロッド及びナットからなる緊締手段10cとから構成されている。   The jig 10 illustrated in FIG. 2 has an L-shaped surface plate 10a that defines the position of the bottom surface and one side surface of the test block body 1 produced from the single block 5 having a rectangular parallelepiped shape, and the surface plate 10a. A restraint plate piece 10b applied to the test block body 1 from the other side opposite to the regulated one side surface, and a fastening means 10c comprising a rod and a nut for fastening the restraint plate piece 10b to the surface plate 10a. Has been.

図示した治具10は単なる一例であって、ブロック片6を組んで供試ブロック体1を一体化することにより供試削孔4を再現できるものであれば、どのような構成の治具であっても良いことはもちろんである。上述したように、供試削孔4を形成し終えた状態の、ブロック片6を分離可能に接合したままの供試ブロック体1を用いるようにしてもよい。   The illustrated jig 10 is merely an example, and any jig having any configuration can be used as long as the test hole 4 can be reproduced by assembling the block piece 6 and integrating the test block body 1. Of course there may be. As described above, the test block body 1 in which the block pieces 6 in a state where the test hole 4 has been formed and being separably joined may be used.

次いで、図3に示すように、供試ブロック体1の供試削孔4内に接着剤封入カプセル9を挿入し、練り混ぜ具2でカプセルを破砕すると共に接着剤の練り混ぜを行う。練り混ぜは、実施工での練り混ぜ態様に合わせて行う。接着剤は、無機系・有機系のいずれであってもよい。   Next, as shown in FIG. 3, the adhesive-encapsulated capsule 9 is inserted into the test hole 4 of the test block body 1, and the capsule is crushed with the kneader 2 and the adhesive is kneaded. The kneading is performed in accordance with the kneading mode in the working construction. The adhesive may be either inorganic or organic.

次いで、図4に示すように、供試ブロック体1をブロック片6に分離する。分離した各ブロック片6の溝部8には、破砕されたカプセル片を含む練り混ぜ後の接着剤Aが溜まっている。溜まっている接着剤Aから、練り混ぜ状況を目視で確認することができる。   Next, as shown in FIG. 4, the test block 1 is separated into block pieces 6. In the separated groove portion 8 of each block piece 6, the adhesive A after kneading including the crushed capsule pieces is collected. The state of kneading can be visually confirmed from the accumulated adhesive A.

溜まっている接着剤Aを試料として、溝部8からスプーン11などですくい取って採取する。採取する際、実施工でも同様であるが、練り混ぜ具2が到達し難いため、そしてまた外部に開放されているため、接着剤の練り混ぜが不十分な供試削孔4の底部や供試削孔4の開口部周辺の接着剤は採取しないことが好ましい。これにより、均質に練り混ぜられた接着剤Aを、試料として用いることができる。   Using the collected adhesive A as a sample, scoop it out with a spoon 11 from the groove 8 and collect it. When sampling, the same applies to the execution work. However, since the kneading tool 2 is difficult to reach and is open to the outside, the bottom of the test hole 4 and the sample are not sufficiently mixed with the adhesive. It is preferable not to collect the adhesive around the opening of the test hole 4. Thereby, the adhesive A kneaded uniformly can be used as a sample.

次いで、図5に示すように、採取した試料である接着剤Aを試験体作製用の型枠12に充填し、硬化させた後に脱型する。これにより図6に示すように、接着剤の強度や品質などの接着性能の試験(例えば、圧縮試験など)に供するための試験体3が作製される。図示例にあっては、角柱状の試験体3を例示しているが、円柱状など、その他各種形態の試験体を作製するようにしても良いことはもちろんである。   Next, as shown in FIG. 5, the collected sample of adhesive A is filled in a mold 12 for preparing a test specimen, cured, and then demolded. As a result, as shown in FIG. 6, a test body 3 is prepared for use in a test for adhesive performance such as the strength and quality of the adhesive (for example, a compression test). In the illustrated example, the prismatic test body 3 is illustrated, but it is needless to say that various other types of test bodies such as a columnar shape may be manufactured.

以上説明した本実施形態に係るあと施工アンカー用接着剤の試験体作製方法にあっては、単一ブロック5を分断してブロック片6を形成し、これらブロック片6を、分断箇所で合わせて分離可能に接合して再生ブロック7を形成し、再生ブロック7が有する分断境界B位置に、あと施工アンカーの規格に合わせて供試削孔4を形成し、再生ブロック7をブロック片6に分離することによりこれらブロック片6それぞれに溝部8が得られる供試ブロック体1と、供試削孔4に挿入される接着剤封入カプセル9を破砕し接着剤を練り混ぜるための練り混ぜ具2とを準備し、次いで、供試削孔4内に接着剤封入カプセル9を挿入して、練り混ぜ具2でカプセルを破砕すると共に接着剤の練り混ぜを行い、次いで、ブロック片6を分離して、カプセル片を含む練り混ぜ後の接着剤Aを試料として溝部8から採取し、次いで、試料である接着剤Aを、試験体作製用の型枠12に充填し硬化させて、試験に供するための試験体3を作製するようにしたので、試験室レベルで、実施工とほぼ同じ条件にて簡単な手順で容易に接着剤の試験体3を作製することができ、現場での実施工にて、労力や手間をかけて試験機の搬入や設置を行って接着剤の接着性能の確認試験を行う場合に比べて、作製した試験体3を用いて現場施工状態における接着剤の強度や品質などの接着性能を推認するための試験を適切に実施することができる。   In the test body preparation method of the adhesive for post-construction anchors according to the present embodiment described above, the single block 5 is divided to form the block pieces 6, and these block pieces 6 are combined at the division points. Recycled block 7 is formed by joining in a separable manner, and test drilling holes 4 are formed in accordance with the specifications of the post-construction anchor at the dividing boundary B position of the regenerated block 7, and the regenerated block 7 is separated into block pieces 6. The test block body 1 in which the groove 8 is obtained in each of the block pieces 6 and the kneading tool 2 for crushing the adhesive-encapsulated capsule 9 inserted into the test hole 4 and kneading the adhesive Then, an adhesive-encapsulated capsule 9 is inserted into the test hole 4, the capsule is crushed with the kneader 2 and the adhesive is kneaded, and then the block piece 6 is separated. ,capsule Specimen for collecting the adhesive A after mixing from the groove 8 as a sample, filling the specimen A in the mold 12 for preparation of the specimen, and curing it. 3 can be produced easily in a simple procedure under the same conditions as the construction work at the laboratory level, with the same procedure as the construction work. Compared to the case where a test machine is carried in and installed, and the confirmation test of the adhesive performance of the adhesive is performed, the produced test body 3 is used to bond the strength and quality of the adhesive in the on-site construction state. Tests for inferring performance can be performed appropriately.

1 供試ブロック体
2 練り混ぜ具
3 試験体
4 供試削孔
5 単一ブロック
6 ブロック片
7 再生ブロック
8 溝部
9 接着剤封入カプセル
12 型枠
A 破砕されたカプセル片を含む練り混ぜ後の接着剤
B 分断境界
DESCRIPTION OF SYMBOLS 1 Test block body 2 Mixing tool 3 Test body 4 Test drilling hole 5 Single block 6 Block piece 7 Reproduction block 8 Groove part 9 Adhesive enclosure capsule 12 Formwork A Adhesion after kneading including the crushed capsule piece Agent B Split boundary

Claims (1)

あと施工アンカーを削孔に定着させるために、該削孔に挿入した接着剤封入カプセルを破砕し練り混ぜたときに得られる、破砕されたカプセル片を含む練り混ぜ後の接着剤を試料にして試験体を作製するためのあと施工アンカー用接着剤の試験体作製方法であって、
単一ブロックを分断してブロック片を形成し、これらブロック片を、分断箇所で合わせて分離可能に接合して再生ブロックを形成し、該再生ブロックが有する分断境界位置に、あと施工アンカーの規格に合わせて供試削孔を形成し、該再生ブロックを該ブロック片に分離することによりこれらブロック片それぞれに溝部が得られる供試ブロック体と、上記供試削孔に挿入される接着剤封入カプセルを破砕し接着剤を練り混ぜるための練り混ぜ具とを準備し、
次いで、上記供試削孔内に接着剤封入カプセルを挿入して、上記練り混ぜ具でカプセルを破砕すると共に接着剤の練り混ぜを行い、
次いで、上記ブロック片を分離して、カプセル片を含む練り混ぜ後の接着剤を試料として上記溝部から採取し、
次いで、上記試料を、試験体作製用の型枠に充填し硬化させて、試験に供するための試験体を作製するようにしたことを特徴とするあと施工アンカー用接着剤の試験体作製方法。
In order to fix the post-installed anchor in the drilling hole, the adhesive-containing capsule containing the crushed capsule pieces obtained by crushing and mixing the adhesive-encapsulated capsule inserted in the drilling hole was used as a sample. It is a test body preparation method of an adhesive for post-construction anchor for manufacturing a test body,
A single block is divided to form block pieces, and these block pieces are joined together at the division points so as to be separable to form a reproduction block, and the post-installed anchor standard is located at the division boundary position of the reproduction block. A test block body in which a groove is obtained in each of the block pieces by forming a test hole in accordance with the block and separating the regenerated block into the block pieces, and containing an adhesive inserted into the test hole Prepare a kneading tool for crushing the capsule and kneading the adhesive,
Next, an adhesive-encapsulated capsule is inserted into the test hole, and the capsule is crushed with the kneading tool and the adhesive is kneaded,
Next, the block piece is separated, and the adhesive after kneading including the capsule piece is taken as a sample from the groove,
Next, a test body preparation method for an adhesive for post-installation anchors, wherein the sample is filled in a mold for preparing a test body and cured to prepare a test body for use in a test.
JP2011079250A 2011-03-31 2011-03-31 Manufacturing method of test piece for adhesive for hole-in anchor Withdrawn JP2012215400A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113670815A (en) * 2021-10-22 2021-11-19 南京日托光伏新能源有限公司 Tensile test method for solder paste and core plate of MWT component

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113670815A (en) * 2021-10-22 2021-11-19 南京日托光伏新能源有限公司 Tensile test method for solder paste and core plate of MWT component
CN113670815B (en) * 2021-10-22 2022-02-18 南京日托光伏新能源有限公司 Tensile test method for solder paste and core plate of MWT component

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