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JP4970089B2 - Crack specimen and method for repairing cracks using the specimen - Google Patents

Crack specimen and method for repairing cracks using the specimen Download PDF

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JP4970089B2
JP4970089B2 JP2007054184A JP2007054184A JP4970089B2 JP 4970089 B2 JP4970089 B2 JP 4970089B2 JP 2007054184 A JP2007054184 A JP 2007054184A JP 2007054184 A JP2007054184 A JP 2007054184A JP 4970089 B2 JP4970089 B2 JP 4970089B2
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crack
specimen
plate
plate body
concrete
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JP2008216051A (en
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一夫 堀
公 深井
廣幸 柳
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Sekisui House Ltd
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Sekisui House Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a crack sample that can be manufactured easily in a short time, and easily generate a crack of a desired width at a desired position. <P>SOLUTION: This crack sample 1 is produced by sticking a band-like constraint body 3 formed of a carbon fiber collection plate to the back surface of a plate body 2 of a substantially rectangular top surface made of concrete so that it crosses the plate body 2 in a diagonal shape. The crossing part of the constraint body 3 is hit from the back side of the plate body 2 with a hammer 4 or the like, thereby generating the desired crack on the front side of the plate body 2. <P>COPYRIGHT: (C)2008,JPO&amp;INPIT

Description

本発明は、コンクリート等に作為的にひび割れを発生させて補修等の実験に供する、ひび割れ供試体と、該供試体を用いたひび割れ補修実験方法に関する。   The present invention relates to a crack specimen that is artificially cracked in concrete or the like and used for an experiment such as repair, and a crack repair experiment method using the specimen.

コンクリートには、外力、温度変化、収縮や膨張による内部応力、ひずみなどによってひび割れ(亀裂、クラック)が発生する。ひび割れを生じたコンクリートに対する補修工法としては、ひび割れの内部にエポキシ樹脂系の注入材を充填して補強する工法が一般的である。また、耐久性上、問題がない幅0.3mm程度以下の微小なひび割れについては、美観を保持するために、表面に弾性塗料を塗布して隠蔽することもある。   Cracks (cracks) occur in concrete due to external forces, temperature changes, internal stress due to shrinkage and expansion, and strain. As a repair method for cracked concrete, an epoxy resin-based injection material is generally used to reinforce the crack. In addition, a minute crack having a width of about 0.3 mm or less, which has no problem in terms of durability, may be concealed by applying an elastic paint on the surface in order to maintain an aesthetic appearance.

ひび割れの中に注入材を充填する補修工法においては、注入材の充填状態や注入後の強度、追従性等を確認したり、補修技術を作業員に研修したりするなどの目的で、作為的にひびわれを発生させた供試体による注入実験を行うことがある。この場合、コンクリートの供試体には、予め所望の幅のひび割れを生じさせておく必要がある。   In the repair method of filling the cracked filler with the injection material, the purpose is to check the filling state of the injection material, the strength after injection, followability, etc., and to train the repair technology to the workers. An injection experiment may be performed using a specimen that has cracked. In this case, the concrete specimen must be cracked in advance with a desired width.

また、コンクリートの表面に弾性塗料を塗布する補修工法においては、ひび割れに対する塗膜の追従性を確認するなどの目的で、弾性塗料を塗布した供試体に、後から作為的にひび割れを生じさせる実験を行うこともある。この場合は、表面を塗装した供試体の所望の位置に、後から所望の幅のひび割れを生じさせる技術が必要になる。   In addition, in the repair method of applying an elastic paint to the concrete surface, an experiment was made to artificially generate a crack later on the specimen coated with the elastic paint for the purpose of confirming the followability of the coating film to the crack. May be performed. In this case, a technique for generating a crack having a desired width later at a desired position of the specimen coated on the surface is required.

しかしながら、従来、コンクリートに作為的にひび割れを発生させるための供試体としては、例えば特許文献1等に記載されているような、いわゆるリング状(ドーナツ状)の供試体程度しか知られていないのが実情である。図6に示すように、リング状供試体9は、金属製の円環状拘束体91を内側に配し、その外側にコンクリート92をリング状に打設したもので、外周側と内周側の乾燥収縮量の違いを利用して、外周側にひび割れ93を誘発させるものとなっている。
特開2001−165831号公報
However, conventionally, as a specimen for artificially generating cracks in concrete, only a so-called ring-shaped (doughnut-shaped) specimen as described in, for example, Patent Document 1 is known. Is the actual situation. As shown in FIG. 6, the ring-shaped specimen 9 is formed by placing a metal annular restraint 91 on the inner side and placing concrete 92 in a ring shape on the outer side. By utilizing the difference in the amount of drying shrinkage, a crack 93 is induced on the outer peripheral side.
JP 2001-165831 A

上記した従来のリング状供試体は、打設したコンクリートの乾燥を待って自然にひび割れを発生させるものであるから、ひび割れの幅や長さ、ひび割れを生じさせる位置などを、実験目的に応じて自由に調整するのが極めて難しい。   The above-mentioned conventional ring-shaped specimens are those that naturally generate cracks after the cast concrete has dried, so the width and length of the cracks, the position at which the cracks are generated, etc., depending on the purpose of the experiment. It is extremely difficult to adjust freely.

コンクリートに作為的にひび割れを生じさせる他の手段としては、適当な大きさのコンクリート板をハンマー等で打撃することも考えられる。しかし、無筋のコンクリート板では、ひび割れ発生とともにコンクリート板が割れてしまうので、内部に鉄筋を配したコンクリート板が必要になる。このような供試体の製作には、型枠作成〜配筋〜コンクリート打設〜養生・乾燥〜脱型等の工程を要し、完成までに時間や労力がかかる。また、内部に鉄筋が配されたコンクリート板では、打撃の強さを加減しながら所望の幅のひび割れを発生させるのもやはり難しい。   As another means for artificially cracking concrete, it is conceivable to hit a concrete board of an appropriate size with a hammer or the like. However, in the case of an unreinforced concrete plate, the concrete plate breaks with the occurrence of cracks, so a concrete plate with a reinforcing bar inside is required. Production of such a specimen requires steps such as form creation, reinforcement, concrete placement, curing / drying, demolding, and time and labor are required until completion. In addition, it is also difficult to generate a crack having a desired width while adjusting the strength of the hitting of the concrete plate in which the reinforcing bars are arranged.

また、弾性塗料の追従性を確認する実験では、塗料を塗布した後に、その塗膜の下側にひび割れを発生させる必要がある。しかし、上記のような供試体では、ひび割れが不規則な位置に不規則な幅で発生するから、塗膜の上からひび割れの位置や幅を特定するのも難しい。   In an experiment for confirming the followability of an elastic paint, it is necessary to generate a crack on the lower side of the paint film after the paint is applied. However, in the specimen as described above, since cracks occur at irregular positions with irregular widths, it is difficult to specify the position and width of cracks from the top of the coating film.

本発明は、かかる事情に鑑みてなされたもので、手軽に、かつ短期間で製作することができ、所望の幅のひび割れを所望の位置に容易に発生させることのできるひび割れ供試体を提供することを目的とする。   The present invention has been made in view of such circumstances, and provides a crack specimen that can be easily produced in a short period of time and can easily generate a crack of a desired width at a desired position. For the purpose.

併せて、本発明は、該供試体を用いた実用的なひび割れ補修実験方法を提供するものである。   In addition, the present invention provides a practical crack repair experiment method using the specimen.

上記した目的を達成するため、本発明のひび割れ供試体は、コンクリート等に作為的にひび割れを発生させて、ひびわれに対する補修実験に供するひび割れ供試体であって、コンクリート等からなる上面略矩形の板体の裏面に、炭素繊維集成板からなる帯状の拘束体を、板体の対角線状に交差させて貼着したものとして特徴づけられる。 In order to achieve the above-described object, the cracked specimen of the present invention is a cracked specimen for artificially generating cracks in concrete or the like and used for a repair experiment for cracks. It is characterized as a belt-like restraint made of carbon fiber laminated plates attached to the back of the body so as to cross the diagonal of the plate.

さらに、本発明のひび割れ供試体は、上記板体の裏側から拘束体の交差部分を打撃して、板体の表側にひび割れを発生させたものとして特徴づけられる。   Furthermore, the cracked specimen of the present invention is characterized in that a crack is generated on the front side of the plate by hitting the intersection of the restraint from the back side of the plate.

また、上記ひび割れ供試体を用いたひび割れ補修実験方法としては、まず、上記のようにして発生させたひび割れの内部に注入材を注入した後、該注入部分を切断して注入材の状態を確認する方法を挙げることができる。   In addition, as a crack repair experiment method using the above-mentioned cracked specimen, first, the injection material was injected into the cracks generated as described above, and then the injection portion was cut to confirm the state of the injection material The method of doing can be mentioned.

あるいは、同様にして発生させたひび割れの内部に注入材を注入した後、注入材の硬化後に再度、板体の裏側から拘束体の交差部分を打撃して、板体の表側にひび割れを発生させる方法を挙げることもできる。   Alternatively, after injecting the injection material into the crack generated in the same manner, after the injection material is hardened, the crossing portion of the restraint body is hit again from the back side of the plate body to generate a crack on the front side of the plate body. A method can also be mentioned.

また、他のひび割れ補修実験方法としては、ひび割れを発生させる前のひび割れ供試体における表面中央部分の適宜範囲に弾性塗料を塗布した後、該ひび割れ供試体の裏側から拘束体の交差部分を打撃して、板体の表側の上記塗布範囲周辺にひび割れを発生させる方法を挙げることができる。   As another crack repair experiment method, an elastic paint is applied to an appropriate range of the center portion of the surface of the cracked specimen before cracking, and then the crossing portion of the restraint is hit from the back side of the cracked specimen. And a method of generating cracks around the coating range on the front side of the plate.

上述のように構成される本発明のひび割れ供試体は、無筋の板体の片面に、炭素繊維集成板からなる帯状の拘束体を接着剤で貼着するだけのものであるから、きわめて手軽に、かつ短期間で製作することができる。そして、拘束体の交差部分を、強さを加減しつつ打撃するだけで、概ね規則的な位置に所望の幅のひび割れを容易に発生させることができる。したがって、このひび割れ供試体を利用することにより、ひび割れに対する各種の補修実験を効率的に、かつ精度良く実施することができる。   Since the cracked specimen of the present invention configured as described above is simply a belt-like restraint made of carbon fiber laminated plates attached to one side of an unreinforced plate with an adhesive, it is extremely easy. And can be manufactured in a short period of time. And the crack of a desired width | variety can be easily generate | occur | produced in a substantially regular position only by striking the crossing part of a restraint body, adjusting strength. Therefore, by utilizing this crack specimen, various repair experiments for cracks can be carried out efficiently and accurately.

以下、本発明の実施の形態について図を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の実施形態にかかるひび割れ供試体1の斜視図である。例示のひび割れ供試体1は、セメントコンクリートからなる板体2の裏面に、炭素繊維集成板からなる拘束体3を貼着したものである。   FIG. 1 is a perspective view of a cracked specimen 1 according to an embodiment of the present invention. The illustrated crack specimen 1 is obtained by attaching a restraint 3 made of a carbon fiber laminated plate to the back surface of a plate 2 made of cement concrete.

炭素繊維集成板(CCFプレート;Consolidated Carbon Fiber Plate )は、石油・石炭の残渣ピッチを高温で焼成したもので、軽量でありながら極めて高い引張強度と引張弾性率を有している。近年では、幅5cm×厚さ1.2mmの長尺材料として市販され、土木・建築分野におけるコンクリート構造物の補強工事に利用され始めている。この炭素繊維集成板からなる拘束体3を、鉄筋の代わりにコンクリート等からなる板体2の片面(本明細書においては、便宜的にこの面を「裏面」と呼ぶ。)に貼着することにより、板体2の裏側の伸びが拘束される。拘束体3の貼着には、エポキシ樹脂系の接着剤を好適に利用することができる。ただし、十分な接着力が得られれば、接着剤はこれに限定されるものではない。   A carbon fiber plate (CCF plate) is obtained by firing a residual pitch of petroleum / coal at a high temperature, and has a very high tensile strength and tensile elastic modulus while being lightweight. In recent years, it is marketed as a long material having a width of 5 cm and a thickness of 1.2 mm, and has begun to be used for reinforcement work of concrete structures in the field of civil engineering and architecture. The restraint body 3 made of the carbon fiber laminated board is attached to one side of the plate body 2 made of concrete or the like instead of a reinforcing bar (in the present specification, this face is referred to as a “back face” for convenience). Thus, the elongation of the back side of the plate body 2 is restricted. An epoxy resin adhesive can be suitably used for attaching the restraint 3. However, the adhesive is not limited to this as long as sufficient adhesive strength is obtained.

拘束体3は、板体2の対角線状に交差して貼着される。交差部分の脇では、外側に重なった拘束体3が板体2の表面からわずかに浮き上がるが、両端部分が確実に貼着されていれば特に差し支えはない。板体2の実用的な大きさとしては、長辺30〜45cm×短辺20〜30cm×厚さ6〜8cm程度である。ただし、この大きさは実験の目的等に応じて適宜変更可能である。拘束体3についても、実用的には、幅4〜6cm、厚さ1〜1.5mm程度の範囲で適宜変更可能である。   The restraint body 3 is stuck and crossed in a diagonal line shape of the plate body 2. At the side of the intersecting portion, the restraining body 3 that overlaps the outside slightly floats from the surface of the plate body 2, but there is no problem as long as both end portions are securely attached. The practical size of the plate body 2 is about 30 to 45 cm long side × 20 to 30 cm short side × thickness 6 to 8 cm. However, this size can be appropriately changed according to the purpose of the experiment. The restraint body 3 can also be appropriately changed in a practical range of width 4 to 6 cm and thickness 1 to 1.5 mm.

ひび割れを発生させるには、接着剤を数時間、養生した後、図2に示すように、板体2を適当な台木に載せかけるなどした状態で、裏側から拘束体3の交差部分をハンマー4等で打撃する。すると、反対側の面(本明細書においては、便宜的にこの面を「表面」と呼ぶ。)にひび割れが発生する。拘束体3が板体2の対角線状に貼着されていることから、図3に示すように、ひび割れ5は、概ね規則的に、板体2の中心部分から板体2の短辺と平行な方向に生じる。この点で、板体2の形状は正方形よりも長方形のほうが好ましい。   In order to generate cracks, after curing the adhesive for several hours, as shown in FIG. 2, with the plate 2 placed on an appropriate rootstock, the crossing portion of the restraint 3 is hammered from the back side. Strike with 4 mag. Then, a crack occurs on the opposite surface (in this specification, this surface is called “surface” for convenience). Since the restraint body 3 is stuck on the diagonal line of the plate body 2, as shown in FIG. 3, the crack 5 is almost regularly parallel to the short side of the plate body 2 from the center portion of the plate body 2. Occur in any direction. In this respect, the shape of the plate body 2 is preferably rectangular rather than square.

打撃の都度、ひび割れ5の幅を確認しながら、打撃の強さや回数を加減すれば、ひび割れ5の幅を容易に調整することができる。拘束体3によって板体2の裏側が強固に拘束されているので、ひび割れ5の深さや長さが大きくなっても、板体2が完全に割れてしまうことはない。なお、板体2への打撃手段としては、ハンマー以外にも、例えばコンクリート圧縮機、曲げ試験機、衝撃試験機、その他の圧力調整可能な機械等を利用することもできる。   The width of the crack 5 can be easily adjusted by adjusting the strength and number of hits while checking the width of the crack 5 each time it is hit. Since the back side of the plate body 2 is firmly restrained by the restraint body 3, even if the depth and length of the crack 5 are increased, the plate body 2 is not completely broken. In addition to the hammer, for example, a concrete compressor, a bending tester, an impact tester, and other pressure-adjustable machines can be used as the hitting means for the plate 2.

エポキシ系樹脂やアクリル系樹脂等の注入材によるひび割れ補修実験では、上記のようにして予めひび割れ5を生じさせたひび割れ供試体1を使用する。所望の幅のひび割れ5に注入材を充填した後、該注入部分を切断したり、あるいは図4に示すようにして円柱状のコア6を抜取すれば、注入材の充填状態や、注入後の強度、追従性等を容易に確認することができる。   In a crack repair experiment using an injection material such as an epoxy resin or an acrylic resin, the crack specimen 1 in which the crack 5 is generated in advance as described above is used. After filling the crack 5 having a desired width with the injection material, the injection portion is cut, or the cylindrical core 6 is removed as shown in FIG. Strength, followability, etc. can be easily confirmed.

あるいは、ひび割れ5に充填した注入材が硬化した後、再度、板体2の裏面から打撃を加えて、他の部分に生じる新たなひび割れを検証することもできる。かかる実験は、ひび割れ補修効果のデモンストレーションとしても活用可能である。   Or after the injection material with which the crack 5 was filled hardens | cures, it can strike again from the back surface of the plate body 2, and the new crack which arises in another part can also be verified. Such an experiment can also be used as a demonstration of crack repair effects.

一方、弾性塗料の追従性を確認するひび割れ補修実験では、まず、図5に示すように、ひび割れ5を発生させる前のひび割れ供試体1に塗料7を塗布しておく。塗布範囲は、板体2の表面の中央部分を含む適宜範囲とし、周囲には塗料7を塗布しない部分も残しておく。塗布が終われば、図2のようにしてひび割れ供試体1の裏側から拘束体3の交差部分を打撃し、板体2の表側にひび割れ5を発生させる。本発明のひび割れ供試体1によれば、ひび割れ5は、概ね規則的に、板体2の中心部分から短辺方向に生じるので、塗料7を塗布した部分と塗布しない部分との境目付近(図5における丸込み囲み部分)のひび割れ5の幅を測定することにより、塗膜の下側におけるひび割れ5の幅を精度良く特定することができる。   On the other hand, in the crack repair experiment for confirming the followability of the elastic paint, first, as shown in FIG. 5, the paint 7 is applied to the crack specimen 1 before the crack 5 is generated. The application range is an appropriate range including the central portion of the surface of the plate 2, and a portion where the coating material 7 is not applied is also left around. When the application is finished, as shown in FIG. 2, the crossing portion of the restraining body 3 is hit from the back side of the cracked specimen 1, and a crack 5 is generated on the front side of the plate body 2. According to the cracked specimen 1 of the present invention, the cracks 5 are generated almost regularly in the short side direction from the central portion of the plate body 2, so that the vicinity of the boundary between the portion where the coating 7 is applied and the portion where the coating 7 is not applied (see FIG. By measuring the width of the crack 5 in the encircled portion 5), the width of the crack 5 on the lower side of the coating film can be specified with high accuracy.

こうして、本発明のひび割れ供試体1を用いることにより、上記以外にもひび割れの補修や検査等に関連した実験を的確に実施することができる。なお、本発明において、コンクリート「等」とは、いわゆるセメントコンクリートだけでなく、種々の骨材をセメント、石灰、石こう、アスファルト、プラスチックなどの結合材で固めた広義としてのコンクリート材料のほか、粘土を主体とする煉瓦を含むものである。 Thus, by using the cracked specimen 1 of the present invention, it is possible to accurately carry out experiments related to crack repair and inspection in addition to the above. In the present invention, concrete “etc.” is not only so-called cement concrete, but also concrete materials in a broad sense in which various aggregates are hardened with binders such as cement, lime, gypsum, asphalt, plastic, and clay. It includes bricks mainly composed of

本発明の実施形態に係るひび割れ供試体の斜視図である。It is a perspective view of the crack test piece which concerns on embodiment of this invention. 上記ひび割れ供試体にひび割れを生じさせる作業の説明図である。It is explanatory drawing of the operation | work which produces a crack in the said crack specimen. 上記ひび割れ供試体に生じるひび割れの状態を示す上面図である。It is a top view which shows the state of the crack which arises in the said crack specimen. 上記ひび割れ供試体を用いて注入材の充填状態を確認するひび割れ補修実験の説明図である。It is explanatory drawing of the crack repair experiment which confirms the filling state of an injection material using the said crack test piece. 上記ひび割れ供試体を用いて弾性塗料の追従性を確認するひび割れ補修実験図の説明図である。It is explanatory drawing of the crack repair experiment figure which confirms the followable | trackability of an elastic coating material using the said crack test piece. 従来のひび割れ供試体の一例を示す斜視図である。It is a perspective view which shows an example of the conventional crack test piece.

符号の説明Explanation of symbols

1 ひび割れ供試体
2 板体
3 拘束体
5 ひび割れ
7 塗料
1 Crack specimen 2 Plate 3 Restraint 5 Crack 7 Paint

Claims (5)

コンクリート等に作為的にひび割れを発生させて、ひびわれに対する補修実験に供するひび割れ供試体であって、
コンクリート等からなる上面略矩形の板体の裏面に、炭素繊維集成板からなる帯状の拘束体を、板体の対角線状に交差させて貼着してなるひび割れ供試体。
A crack specimen for artificially generating cracks in concrete, etc., and for use in repair tests for cracks,
A crack specimen in which a band-like restraint made of carbon fiber laminated plates is adhered to the back of a substantially rectangular plate made of concrete or the like so as to cross the diagonal of the plate.
板体の裏側から拘束体の交差部分を打撃して、板体の表側にひび割れを発生させたことを特徴とする請求項1に記載のひび割れ供試体。   The crack specimen according to claim 1, wherein a crack is generated on the front side of the plate body by hitting an intersecting portion of the restraint body from the back side of the plate body. 請求項2に記載のひび割れ供試体におけるひび割れの内部に注入材を注入した後、該注入部分を切断して注入材の状態を確認することを特徴とするひび割れ補修実験方法。   A method for repairing cracks, comprising injecting an injection material into a crack in the crack specimen according to claim 2 and then cutting the injection portion to check the state of the injection material. 請求項2に記載のひび割れ供試体におけるひび割れの内部に注入材を注入した後、注入材の硬化後に再度、板体の裏側から拘束体の交差部分を打撃して、板体の表側にひび割れを発生させることを特徴とするひび割れ補修実験方法。   After injecting the injection material into the inside of the crack in the cracked specimen according to claim 2, after the injection material is hardened, the crossing portion of the restraint body is hit again from the back side of the plate body, and the crack is formed on the front side of the plate body. A crack repair experiment method characterized by generating. 請求項1に記載のひび割れ供試体における表面中央部分の適宜範囲に弾性塗料を塗布した後、該ひび割れ供試体の裏側から拘束体の交差部分を打撃して、板体の表側の上記塗布範囲周辺にひび割れを発生させることを特徴とするひび割れ補修実験方法。   After applying an elastic coating to an appropriate range of the surface center portion in the cracked specimen according to claim 1, hitting the intersecting portion of the restraining body from the back side of the cracked specimen, the periphery of the coating range on the front side of the plate A crack repair experiment method characterized by generating cracks in the crack.
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