JP2004331491A - Method of manufacturing high strength and high toughness cement-based material - Google Patents

Method of manufacturing high strength and high toughness cement-based material Download PDF

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JP2004331491A
JP2004331491A JP2004120028A JP2004120028A JP2004331491A JP 2004331491 A JP2004331491 A JP 2004331491A JP 2004120028 A JP2004120028 A JP 2004120028A JP 2004120028 A JP2004120028 A JP 2004120028A JP 2004331491 A JP2004331491 A JP 2004331491A
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strength
shape memory
temperature
fiber
memory alloy
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JP4151053B2 (en
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Yosaku Ikeo
陽作 池尾
Takatoshi Ogawa
孝寿 小川
Akira Umekuni
章 梅国
Kunio Yanagibashi
邦生 柳橋
Atsumichi Kushibe
淳道 櫛部
Norio Shintani
紀雄 新谷
Takehiko Kikuchi
武丕児 菊池
Setsuo Kajiwara
節夫 梶原
Takahiro Sawaguchi
孝宏 澤口
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National Institute for Materials Science
Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of manufacturing a high strength and high toughness cement-based material reinforced with a fiber or a wire of a shape-memory alloy. <P>SOLUTION: A matrix (cement-based paste, mortar, or concrete) mixed with a fiber reinforcing material or a long wire reinforcing material stretched along its length direction, which is deformed by contraction at a temperature above the strength-developing temperature, is firstly cured at a high temperature to develop the strength as well as an adhesion of the fiber and then cured at a little higher temperature than the previous temperature to exercise the shape-memory property so as to introduce prestress by the deformation of the fiber reinforcing material caused by the higher temperature curing. The fiber or the wire reinforcing material is an Fe-Mn-Si-based shape-memory alloy at least containing Fe, Mn, and Si as major components and a niobium carbide in its structure. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、高強度高靭性セメント系材料の製造方法、詳しくは、形状記憶合金で繊維又は線補強するとした高強度高靭性セメント系材料の製造方法に関する。   The present invention relates to a method for producing a high-strength, high-toughness cement-based material, and more particularly, to a method for producing a high-strength, high-toughness cement-based material in which fibers or wires are reinforced with a shape memory alloy.

コンクリートやモルタル等のセメント系材料の力学的特性としては圧縮強度に比べ引張強度が低いことや靭性が小さいことがあげられる。セメント系材料の引張強度や靭性が向上すると、ひび割れが入りにくくなる他、耐水性や中性化への耐久性が向上するとともに、構造材料として大スパン構造物等への利用が可能になる。   Mechanical properties of cement-based materials such as concrete and mortar include low tensile strength and low toughness compared to compressive strength. When the tensile strength and toughness of the cementitious material are improved, cracks are less likely to occur, and the water resistance and durability to neutralization are improved, and the cement material can be used as a structural material for large span structures.

引張強度を改善する方法としては、材料にプレストレスを導入する方法が用いられ、プレストレスを導入するためには、コンクリートが硬化前あるいは硬化後にPC鋼線を緊張する必要があるため、ジャッキ等の装置が必要になるという不便さと時間がかかるという難点がある。靭性を改善する方法としての繊維補強では、かかる不都合は一切無く靭性の向上を図ることはできるが、マトリックスとなるモルタルにひび割れが生じる強度の改善はできないため、耐水性や中性化への耐久性を充分に望むことはできない。   As a method of improving the tensile strength, a method of introducing prestress into a material is used. In order to introduce prestress, it is necessary to tension the PC steel wire before or after the concrete is hardened. However, there are inconveniences that the above-mentioned device is required and that it takes time. Fiber reinforcement as a method of improving toughness can improve toughness without any such disadvantages.However, it cannot improve the strength of the mortar used as the matrix, which causes cracking. Sex cannot be fully desired.

そこで、上記の繊維を縮み方向に形状回復する形状記憶合金で製造することにより、その形状回復によってプレストレスをも導入し得る繊維補強、つまり、引張強度と靭性付与とを同時になし得るとしたコンクリートやモルタル等のセメント系材料の繊維補強の提案がなされている。   Therefore, by manufacturing the above-mentioned fibers with a shape memory alloy that recovers shape in the shrinking direction, fiber reinforcement that can also introduce prestress by recovering its shape, that is, concrete that can simultaneously provide tensile strength and toughness. There have been proposals for fiber reinforcement of cement-based materials such as cement and mortar.

これを公開記載から抜粋して紹介すると、例えば、「図10aに示す如く、形状記憶合金からなる繊維1が用意される。この繊維1は、予め室温とコンクリート固化時の温度との間の温度で、形状が長手方向に収縮するような形状記憶合金から構成される。これは、たとえば、伸線加工したままの形状記憶合金線を切断したものなどであり、室温で引張変形されているものである。   This is extracted from the public description and introduced, for example, as follows: "As shown in FIG. 10a, a fiber 1 made of a shape memory alloy is prepared. The fiber 1 has a temperature between room temperature and the temperature at the time of concrete solidification. For example, a shape memory alloy wire whose shape is contracted in the longitudinal direction is formed by cutting a shape memory alloy wire that has been drawn and is tensile deformed at room temperature. It is.

コンクリートとの絡みを増すために、表面に巨視的な凹凸加工された形状記憶合金からなる繊維1が用いられてもよい。   In order to increase the entanglement with the concrete, a fiber 1 made of a shape memory alloy having a surface with macroscopic unevenness may be used.

上述した繊維1は、コンクリート2に混入され、コンクリート2の固化時の発熱で、繊維1は長手方向に収縮し、コンクリート2に圧縮内部応力をもたらすとともに、繊維1の複合則によってコンクリート2に対して補強を与える。   The fiber 1 described above is mixed into the concrete 2 and generates heat when the concrete 2 is solidified, so that the fiber 1 shrinks in the longitudinal direction, causing the concrete 2 to have a compressive internal stress. To provide reinforcement.

以下、より具体的な実施例について説明する。
Ni55重量%、Ti重量%のNiTi合金線を、先方から約30kg/mm2 の張力を与えながら引張り、表面に凹凸加工用ロールで凹凸を付与し、アスペクト比50の25mm長の繊維を作成した。なお、この繊維は、約60℃以上の温度で、2%程度、長さが収縮するものである。ポルトランドセメントと、最大寸法12mmの磁石とを用い、水セメント比50%にて、100×100×100mmのコンクリートを、上記繊維を混入したものとしないものとについて準備した。これらを使用して、スパン500mmの荷重−たわみ曲線を求めたところ、図10bに示すようになり、この発明によるコンクリートが、曲げタフネスに富んでいることがわかった。」(特許文献1参照)。
Hereinafter, more specific examples will be described.
An NiTi alloy wire of 55% by weight of Ni and Ti% by weight was pulled from the front side while giving a tension of about 30 kg / mm 2, and the surface was provided with irregularities by using a concavo-convex processing roll to prepare a 25 mm long fiber having an aspect ratio of 50. The fibers shrink in length by about 2% at a temperature of about 60 ° C. or higher. Using Portland cement and a magnet having a maximum dimension of 12 mm, concrete having a water cement ratio of 50% and a size of 100 × 100 × 100 mm was prepared with and without the above fibers. Using these, a load-deflection curve with a span of 500 mm was obtained, and the result was as shown in FIG. 10B. It was found that the concrete according to the present invention had a high bending toughness. (See Patent Document 1).

又は、「高強度高制振性コンクリート系材料は、変態終了点以下の温度で塑性伸びを付与されてなる少なくとも1種以上の第一の形状記憶合金と、第一の形状記憶合金の逆変態終了点以上の逆変態開始点を有する少なくとも1種以上の第二の形状記憶合金とを、第一の形状記憶合金の変態終了点以下の温度でコンクリート系材料と一体化せしめ、その一体化したコンクリート系材料に第一の形状記憶合金の逆変態終了点以上でかつ第二の形状記憶合金の逆変態開始点以下の温度において熱処理を施してなる。   Or, "the high-strength high-vibration-damping concrete material is at least one or more first shape memory alloys to which plastic elongation is imparted at a temperature equal to or lower than the transformation end point, and reverse transformation of the first shape memory alloy. At least one or more second shape memory alloys having a reverse transformation start point equal to or higher than the end point are integrated with the concrete material at a temperature equal to or lower than the transformation end point of the first shape memory alloy, and the unification is performed. The concrete material is subjected to a heat treatment at a temperature not lower than the reverse transformation end point of the first shape memory alloy and not higher than the reverse transformation start point of the second shape memory alloy.

かかる高強度高制振性コンクリート系材料は、変態終了点(Ms)以下の温度で塑性伸びを付与されてなる第一の形状記憶合金と、第一の形状記憶合金の逆変態終了点(Af)以上の逆変態開始点(As)を有する第二の形状記憶合金とを少なくとも1種以上づつ同時にコンクリート系材料の固化温度は第一の形状記憶合金の変態終了点以下となるように条件を保つ。そしてこのコンクリート系材料の固化・一体化終了後に部材全体を加熱したり、第一形状記憶合金のみを積極的に加熱して圧縮変形を起こさせるために、直接通電もしくは電磁誘導(うず電流)効果等の方法で、第一の形状記憶合金の温度が逆変態終了点(Af)以上で、かつ第二の形状記憶合金の逆変態(As)以下の温度に所定時間保持し、第一の形状記憶合金のみ逆変態を誘起せしめる。すると第一の形状記憶合金は塑性伸びを与えられる以前の形状に復そうとするので、一体化してなるコンクリート系材料に圧縮力を付与することができる。   Such a high-strength and high-damping concrete material has a first shape memory alloy to which plastic elongation is applied at a temperature equal to or lower than the transformation end point (Ms), and a reverse transformation end point (Af) of the first shape memory alloy. ) And at least one of the second shape memory alloys having the above-mentioned reverse transformation start point (As) at the same time as the solidification temperature of the concrete-based material is not more than the transformation end point of the first shape memory alloy. keep. After the solidification and integration of this concrete material, the entire member is heated, or only the first shape memory alloy is heated positively to cause compression deformation, so that a direct current or electromagnetic induction (eddy current) effect is applied. The temperature of the first shape memory alloy is maintained at a temperature equal to or higher than the reverse transformation end point (Af) and equal to or lower than the reverse transformation (As) of the second shape memory alloy for a predetermined time by the method described above. Only the memory alloy induces reverse transformation. Then, since the first shape memory alloy attempts to return to the shape before the plastic elongation is given, it is possible to apply a compressive force to the integrated concrete material.

一方もともと逆変態終了点以下で高い制振性を有する第二の形状記憶合金はコンクリート系材料に分散・一体化されているが、プロセス途中の加熱にも係わらず変態を起こさず低温相に維持されるので、コンクリート系材料に加えられた振動はこの第二の形状記憶合金を伝藩する際に減衰されてしまう。こうして第二の形状記憶合金によって制振性が付与されることとなる。   On the other hand, the second shape memory alloy, which originally has a high damping property below the end point of the reverse transformation, is dispersed and integrated in the concrete material, but it maintains the low temperature phase without transformation despite the heating during the process Therefore, the vibration applied to the concrete material is attenuated when transmitting the second shape memory alloy. In this way, the second shape memory alloy provides vibration damping.

用いることのできる形状記憶合金は公知のいずれのものであってもよく、例えば、AgCd,AuGd,CuAlNi,AuZu,CuSn,CuZu,InTl,NiAl,TiNi(Fe,Cu),FePt,FePd,MnCu,FeNiTiCo等のものが挙げられる。これらの組成を種々に変更することによって変態点も種々に変更することができる。   Any known shape memory alloy may be used. For example, AgCd, AuGd, CuAlNi, AuZu, CuSn, CuZu, InTl, NiAl, TiNi (Fe, Cu), FePt, FePd, MnCu, FeNiTiCo and the like. The transformation point can be variously changed by variously changing these compositions.

一実施例として以下の仕様の試料を作成し、(1)3点曲げ試験、および(2)振動減衰特性試験を行った。比較例としては通常のコンクリートブロックを用いた。用いた形状記憶合金とその量は、制振用の第二の形状記憶合金としては粒径100μmのTi50Ni50(at%)粉末(逆変態開始点80℃)をコンクリート体積比で約5%用いた。また圧縮力負荷用の第一の形状記憶合金としてはTiNi線(逆変態終了点=60℃)に記憶処理後、引張予歪を約5%付加したものをコンクリート体積比で約3%用いた。これらは、予め第二の形状記憶合金とコンクリートを混合しておいた材料に、第一の形状記憶合金線を配列して固化させた。この後約70℃に加熱処理した。」(特許文献2参照)
等がある。
特公平4−27183号公報(第4欄、第5図、第6図)。 特許3254481号公報(第3頁)。
As an example, a sample having the following specifications was prepared, and a (1) three-point bending test and (2) a vibration damping characteristic test were performed. As a comparative example, an ordinary concrete block was used. Regarding the shape memory alloy used and its amount, as a second shape memory alloy for vibration damping, a Ti50Ni50 (at%) powder having a particle size of 100 μm (reverse transformation start point 80 ° C.) was used in a concrete volume ratio of about 5%. . As a first shape memory alloy for compressive force loading, a TiNi wire (reverse transformation end point = 60 ° C.) subjected to a memory treatment and then added with a tensile prestrain of about 5% was used in a concrete volume ratio of about 3%. . These were obtained by arranging the first shape memory alloy wires in a material in which the second shape memory alloy and concrete were mixed in advance and solidifying them. Thereafter, heat treatment was performed at about 70 ° C. (See Patent Document 2)
Etc.
Japanese Patent Publication No. 4-27183 (column 4, FIG. 5, FIG. 6). Japanese Patent No. 3254481 (page 3).

前記の従来技術では、次記する不都合がある。すなわち、セメント系材料の圧縮強度、引張強度及び繊維との付着強度を十分高くするためには養生温度を高くする必要があるが、セメント系材料の充分な高強度化のためには80℃以上の温度が必要であるのに、この配慮が皆無という不備がある。つまり、高強度モルタルについての養生温度と圧縮強度との相関を図11に示す。200℃程度でピークとなることが判る。なお、この350℃までの加熱養成の熱処理は、その高温から通常は、オートクレーブ養生となるが、水蒸気圧雰囲気下であることを別段要しない場合、サイズ的にオートクレーブ養生を採用出来ない場合には、蒸気吹き付けや電気マット等の他の加熱手段が用いられる。なお、オートクレーブ養生の特徴を発揮して高強度を得るには、シリカ質材料粉末に混合することが有効で、C3SやC2Sより生成した遊離のCa(OH)2とシリカとの結合反応によってカルシウムシリケート水和物の量を高めるためである。シリカ質材料混合材は、その細かさにもよるがペーストの場合、圧縮強度面からの最適混合量は40%程度である。但し、上記の強度ピークはマトリックスの調合によって、80〜250℃の範囲内にて任意に調節することは可能である。   The above-described prior art has the following disadvantages. In other words, it is necessary to raise the curing temperature in order to sufficiently increase the compressive strength, tensile strength, and adhesion strength of the cement-based material to fibers, but to achieve a sufficiently high strength of the cement-based material, 80 ° C. or higher. This temperature is required, but there is no deficiency in this consideration. That is, the correlation between the curing temperature and the compressive strength for the high strength mortar is shown in FIG. It can be seen that a peak occurs at about 200 ° C. In addition, the heat treatment of the heat curing up to 350 ° C. is usually performed in an autoclave curing from the high temperature. However, when it is not particularly necessary to be under a steam pressure atmosphere, when the autoclave curing cannot be adopted due to the size, Other heating means such as steam spraying and electric mats are used. In order to obtain the high strength by exhibiting the characteristics of autoclave curing, it is effective to mix it with a siliceous material powder, and calcium is generated by a binding reaction between free Ca (OH) 2 generated from C3S or C2S and silica. This is for increasing the amount of silicate hydrate. Although the siliceous material mixture depends on its fineness, in the case of a paste, the optimal mixing amount in terms of compressive strength is about 40%. However, the above intensity peak can be arbitrarily adjusted within the range of 80 to 250 ° C. depending on the preparation of the matrix.

要は、200℃前後の範囲のピーク域での養生を必ずマトリックスに加えることと、それ以上の不必要な加温で、折角強度の出たマトリックスを劣化させない配慮が好ましい。   In short, it is preferable to always add curing to the matrix in the peak region in the range of about 200 ° C., and to take care not to deteriorate the matrix having the bending strength by unnecessary unnecessary heating.

なお、上記の「圧縮強度」に伴なって「引張強度」も向上するので、この点からも強度発現は、合理的である。   In addition, since "tensile strength" also improves with said "compressive strength", the strength development is reasonable from this point as well.

ところが、前記の特許文献1にあっては、「繊維は約60℃以上の温度で収縮する。」とされ、また、特許文献2にあっては「圧縮力負荷用の第一の形状記憶合金の逆変態終了点=60℃であり、第一の形状記憶合金線を配列して固化させ、この後約70℃に加温処理した。」とされ、いずれもセメント系材料の強度未発現の段階で、形状回復させるという不具合をしている。この不具合中には、単にセメント系材料に付与すべき強度発現をしていないことのみでなく、その手前で保証されるであろうところの肝心の繊維の付着強度が確保がなされていないという不備もある。   However, in the above-mentioned Patent Document 1, it is described that “the fiber shrinks at a temperature of about 60 ° C. or more”, and in Patent Document 2, “the first shape memory alloy for compressive force loading” Is 60 ° C., and the first shape memory alloy wire is arranged and solidified, and then heated to about 70 ° C. " At the stage, there is a problem of shape recovery. During this inconvenience, it is not only that the strength that should be given to the cement-based material is not exhibited, but also that the essential fiber adhesion strength that would be guaranteed before that is not ensured. There is also.

次に、用いる形状記憶合金の選択についての配慮がある。すなわち形状記憶合金は、省エネルギーの一環として従来の溶接法によるパイプ締結の替わりに極めて簡単に施工できる部材として、Ti−Ni系形状記憶合金が米国において軍用機などに応用されている。しかしながら、Ti−Ni系形状記憶合金は非常に高価なため、民生用に使用されることがなかった。   Next, consideration is given to the selection of the shape memory alloy to be used. That is, a Ti-Ni based shape memory alloy is applied to military aircraft and the like in the United States as a shape memory alloy as a member that can be extremely easily replaced by pipe welding by a conventional welding method as part of energy saving. However, Ti-Ni-based shape memory alloys are very expensive and have not been used for consumer use.

廉価な形状記憶合金としては鉄系の形状記憶合金であるFe−Mn−Si系形状記憶合金でがある。これは約20年前に日本で発見されたもので、低コストで加工性、切削性、溶接性にも優れているが、形状記憶特性がTi−Ni系形状記憶合金に比べると著しく劣る。これを改善するために、室温で数%の変形を加えた後、600℃近傍まで加熱して形状を元に戻す処理を数回繰り返す“トレーニンク゛”という特殊は加熱処理法が考案されているが、工程が多くコストがかさむのと、一定の形状をしたものでなければ適用できないなどの問題がある。そのため、Ti−Ni系形状記憶合金に匹敵するような形状記憶特性を持つ廉価な鉄系形状記憶合金の開発が産業界において強く望まれていた。   An inexpensive shape memory alloy is an Fe-Mn-Si shape memory alloy which is an iron-based shape memory alloy. This was discovered in Japan about 20 years ago and has low cost and excellent workability, machinability, and weldability, but its shape memory properties are significantly inferior to those of Ti-Ni based shape memory alloys. In order to improve this, a special heat treatment method called "Training II" has been devised, in which a process of applying a few percent deformation at room temperature, heating to around 600 ° C. and returning the shape to its original state is repeated several times. In addition, there are problems that the number of processes is large and the cost is high, and that the method cannot be applied unless the product has a certain shape. Therefore, there has been a strong demand in the industry for the development of an inexpensive iron-based shape memory alloy having shape memory characteristics comparable to Ti-Ni-based shape memory alloys.

現在ある形状記憶合金のうち、形状記憶特性が最も優れているTi−Ni系形状記憶合金は、形状記憶効果を担うマルテンサイト変態の正変態点(Ms)と逆変態終了温度(Af)との差が小さいため、作業しやすい室温付近ではMs、Af温度を設定できず、液体窒素温度付近にMsをもつ組成の合金を用い、締結作業は液体窒素中で行なわなければならない。そのために、多大な施行コストがかかるだけでなく、適用場所などに著しく制約が生じるなど決定的な問題がある。   Among the existing shape memory alloys, the Ti-Ni-based shape memory alloy having the best shape memory characteristics has a difference between the positive transformation point (Ms) of martensitic transformation and the end temperature (Af) of reverse transformation, which are responsible for the shape memory effect. Since the difference is small, the Ms and Af temperatures cannot be set near room temperature at which work is easy, and an alloy having a composition having Ms near liquid nitrogen temperature must be used and fastening work must be performed in liquid nitrogen. Therefore, there is a decisive problem such as not only a large enforcement cost but also a significant restriction on an application place.

ところが、本出願人は、従来のFe−Mn−Si系形状記憶合金に微量のNbとCを添加し、炭化物(NbC)を時効析出させることによって形状記憶特性が著しく向上することを発見したが、さらに、この合金に時効熱処理する前に温間加工又は室温での加工を施すことにより、形状記憶特性がさらに顕著に向上し、形状記憶特性の改善がなされることを明らかにした。   However, the present applicant has discovered that a small amount of Nb and C are added to a conventional Fe-Mn-Si-based shape memory alloy to precipitate carbides (NbC) by age precipitation, so that the shape memory characteristics are significantly improved. Further, it has been clarified that by subjecting this alloy to warm working or working at room temperature before aging heat treatment, the shape memory characteristics are further remarkably improved, and the shape memory characteristics are improved.

NbとCを添加したFe−Mn−Si系形状記憶合金に、時効熱処理前に温間加工を施すことで形状記憶特性がどの程度改善されるかを図11及び図12に示す。   FIGS. 11 and 12 show how the shape memory characteristics are improved by performing warm working on the Fe—Mn—Si based shape memory alloy to which Nb and C are added before aging heat treatment.

なお、上記の「時効処理前に温間加工を施す」の具体的な好例は、ニオブ及び炭素添加による溶製後の合金を、1000〜1300℃の範囲の温度で均一化熱処理し、600℃で温間圧延した後、400〜1000℃の範囲で時効処理し、ニオブ炭化物を析出させる場合である。   In addition, a specific good example of the above-mentioned "warm working before aging treatment" is a homogenizing heat treatment of an alloy after melting by adding niobium and carbon at a temperature in a range of 1000 to 1300C, and a temperature of 600C. This is a case in which after niobium rolling is performed, aging treatment is performed in the range of 400 to 1000 ° C. to precipitate niobium carbide.

実用的に必要とされる変形量は約4〜5%であるが、図12に示すように圧延(14%及び30%)を施した場合には、トレーニング熱処理をした場合と同等の95%という高い形状回復率が得られた。また、実用的に必要とされる形状回復力は、回復歪みがゼロのとき200MPa以上とされているが、図13に示すように圧延を施した場合には、この条件を遥かに超えており、30%圧延の場合には回復歪みが3%のときでも200MPaの形状回復力を示すほどの特性を示す。   The amount of deformation required for practical use is about 4 to 5%. However, when rolling (14% and 30%) is performed as shown in FIG. As a result, a high shape recovery rate was obtained. The shape recovery force that is practically required is 200 MPa or more when the recovery strain is zero, but when rolling is performed as shown in FIG. 13, this condition far exceeds this condition. In the case of 30% rolling, even when the recovery strain is 3%, it exhibits characteristics such that a shape recovery force of 200 MPa is exhibited.

このように、時効熱処理前に温間加工を施すことによって形状記憶特性が大幅に向上する要因として、次の3点が挙げられる。
1)析出するNbC炭化物の大きさが無加工の場合には50−100nmであるが、加工
を施した場合は5−10nmと一桁小さくなる。
2)加工を施した場合は析出物が均一に分布している。しかも、析出物のまわりには大きな弾性歪みが存在している。
3)上記1)及び2)から、変形によって生じるミクロ組織としては、3−5nm幅のきわめて薄い板状マルテンサイトが均一に分布している状態が得られる。
As described above, the following three points can be cited as factors that significantly improve the shape memory characteristics by performing the warm working before the aging heat treatment.
1) The size of the precipitated NbC carbide is 50 to 100 nm in the case of no processing, but is reduced by an order of magnitude to 5 to 10 nm in the case of processing.
2) When processed, precipitates are uniformly distributed. Moreover, a large elastic strain exists around the precipitate.
3) From the above 1) and 2), a state in which extremely thin plate-like martensite having a width of 3 to 5 nm is uniformly distributed is obtained as a microstructure caused by deformation.

上記はFe−28Mn−6Si−5Cr−0.53Nb−0.06C合金の場合であるが、Mn量を減らしNiを加えた耐食性のよい合金についてもほぼ同様の結果が得られた。さらに、実用的に有利な特徴としては、NbとCの添加量は時効して析出するNbCの量が0.5−1.5%の範囲ならば同じ効果が得られること、及び時効時間が10分程度と短時間でよいことが挙げられる。   Although the above is the case of the Fe-28Mn-6Si-5Cr-0.53Nb-0.06C alloy, almost the same results were obtained with an alloy having good corrosion resistance in which the amount of Mn was reduced and Ni was added. Furthermore, practically advantageous characteristics are that the addition amount of Nb and C can achieve the same effect if the amount of NbC precipitated by aging is in the range of 0.5-1.5%. A short time of about 10 minutes is sufficient.

このように、この鉄系形状記憶合金は、逆変態終了温度(Af)以上に加熱してから室温に戻しても大きな回復力を維持しているという特長がある。さらに、素材の値段の違いも含めたコストについては、今回開発したものはTi−Ni系形状記憶合金より少なくとも一桁、場合によっては二桁低いと推定される(Ti−Ni系形状記憶合金:鉄系記憶合金=10,000/kg:600円/kg)。   As described above, this iron-based shape memory alloy has a feature that a large resilience is maintained even when the iron-based shape memory alloy is heated to a temperature equal to or higher than the reverse transformation end temperature (Af) and then returned to room temperature. Further, with respect to the cost including the difference in the price of the material, it is estimated that the newly developed one is at least one order of magnitude lower than the Ti-Ni type shape memory alloy, and in some cases, two orders of magnitude lower (Ti-Ni type shape memory alloy: Iron-based memory alloy = 10,000 / kg: 600 yen / kg).

高コストが許されることのないセメント系材料にあって重要な選択となる。しかも、形状記憶効果を担うマルテンサイト変態の正変態点(Ms)と逆変態終了温度(Af)の前記のマトリックスの強度ピークの温度よりも僅か上での設定が可能である(100〜350℃での設定は容易である。)なお、この技術については、特開2001−226747号、特開2003−105438号、特開2003−277827号がなされてある。   This is an important choice for cement-based materials where high costs are not acceptable. In addition, it is possible to set the positive transformation point (Ms) of the martensitic transformation and the reverse transformation end temperature (Af) of the martensitic transformation slightly higher than the temperature of the intensity peak of the matrix (100 to 350 ° C.). The setting is easy in this case.) Regarding this technique, JP-A-2001-226747, JP-A-2003-105438, and JP-A-2003-277827 are disclosed.

さらに、本出願人はこれで満足をせずに更に改善点を追求した。
つまり、600℃という高温での加熱処理を要する点において依然として問題が残っており、そこに使い難さがあったことは歪めないものであった。これを極力低い温度での加工でも形状記憶特性を発現することができないものか、鋭意研究を重ねた結果、室温での加工でも形状記憶特性が顕著であり、充分に前示目的を達成することができることを見出した。
すなわち、Nb、Cを添加してなるFe−Mn−Si系形状記憶合金を室温で加工し、次いで加熱時効処理してNbC炭化物を析出させるという基本的な操作を適用するだけで、その合金の形状記憶特性を発現できるという思いもよらない作用効果が奏せられることを見出したのである。
これを特願2002−367062号に出願した。
Further, the present applicant has not been satisfied with this and has sought further improvements.
That is, there still remains a problem in that a heat treatment at a high temperature of 600 ° C. is required, and the fact that there was difficulty in using it did not distort. Whether the shape memory characteristics cannot be exhibited even at the lowest possible temperature, and as a result of intensive studies, the shape memory characteristics are remarkable even at the room temperature, and the objectives described above are fully achieved. I can do it.
That is, the basic operation of processing a Fe-Mn-Si-based shape memory alloy to which Nb and C are added at room temperature, and then heating and aging to precipitate NbC carbide is applied. It has been found that an unexpected function and effect of exhibiting shape memory characteristics can be achieved.
This was filed in Japanese Patent Application No. 2002-367062.

この出願では、実施例にFe−28Mn−6Si−5Cr−0.53Nb−0.06C合金(数値は、重量%)を溶製準備し、その得られた形状記憶合金の形状記憶特性が、室温で圧延加工後、400〜1000℃の温度範囲で1分〜2時間の加熱による時効処理を行うことによって形状記憶性がいかに改善されるかを示している。
すなわち、図14は、時効のみを施した場合(圧延率0%)と室温で10%、20%、30%圧延した場合の形状回復率の違いを示したグラフである。時効処理は、いずれも800℃で10分間行った。比較のためにNbCを添加していないFe−28Mn−6Si−5Cr合金について、焼鈍したままの試料と5回トレーニングした試料の結果も示してある。横軸は室温における引っ張り変形による変形量(%)であり、縦軸の形状回復率(%)は試料を600℃に加熱した場合の伸びの回復率である。400℃まで加熱した場合もこれとほぼ同一の形状回復率が得られる。この実験において用いた試料片は、厚さ0.6mm、幅1〜4mm、長さ(ゲージ長)15mmに調製した試験片を用いて行った。
In this application, an Fe-28Mn-6Si-5Cr-0.53Nb-0.06C alloy (numerical value is% by weight) was prepared by melting in Examples, and the shape memory characteristics of the obtained shape memory alloy were measured at room temperature. Shows how the shape memory property is improved by performing aging treatment by heating at a temperature in the range of 400 to 1000 ° C. for 1 minute to 2 hours after rolling.
That is, FIG. 14 is a graph showing the difference in the shape recovery ratio between the case where only aging is applied (rolling ratio 0%) and the case where 10%, 20% and 30% rolling is performed at room temperature. All the aging treatments were performed at 800 ° C. for 10 minutes. For comparison, the results of the as-annealed sample and the sample trained five times are also shown for the Fe-28Mn-6Si-5Cr alloy to which NbC was not added. The horizontal axis represents the deformation amount (%) due to tensile deformation at room temperature, and the vertical axis represents the shape recovery rate (%) when the sample is heated to 600 ° C. When heated to 400 ° C., almost the same shape recovery rate can be obtained. The test piece used in this experiment was a test piece prepared to have a thickness of 0.6 mm, a width of 1 to 4 mm, and a length (gauge length) of 15 mm.

この図からわかるように、10%の圧延した試料はその形状記憶回復率は、5回トレーニングしたNbC無添加の合金と比べると、同程度かやや劣っている程度のものとなっている。実用的に必要な変形量は約4%であるが、この変形量においても約90%の形状記憶回復率を示していることは、実用合金として使用可能なことを強く示唆している。これと同じ形状回復率をNbC無添加の通常のFe−Mn−Si系形状記憶合金で得るために少なくとも5回のトレーニングが必要であることを考えるとその作用効果は優れていると言える。圧延率が高くなり、20%となると無加工(時効のみ)の場合と形状回復率は殆んど同じか少し良くなる程度である。さらに圧延率が30%になると時効のみの場合よりも、初期歪みの大きいところでは逆に形状回復率が悪くなることを示している。   As can be seen from the figure, the 10% rolled sample has the same or slightly inferior shape memory recovery as the alloy trained five times without NbC. The amount of deformation required for practical use is about 4%. Even at this amount of deformation, showing a shape memory recovery rate of about 90% strongly suggests that the alloy can be used as a practical alloy. Considering that at least five trainings are required to obtain the same shape recovery ratio with a normal Fe-Mn-Si-based shape memory alloy without NbC addition, the effect can be said to be excellent. When the rolling ratio increases and reaches 20%, the shape recovery ratio is almost the same or slightly better than that in the case of no processing (only aging). Furthermore, when the rolling reduction is 30%, the shape recovery rate is worse at a place where the initial strain is larger than when only aging is performed.

これに対して、実用上重要な形状記憶特性の一つである形状回復力は、図15に示す通り室温で20%圧延、30%圧延後、時効処理をした資料の方が著しく向上している。図15はその形状回復力向上の程度を時効のみの場合(圧延率0%)及び室温で10%圧延後時効処理をした場合と比較して示しているものである。横軸の回復歪がゼロのときの回復力は、室温で引っ張り変形した後そのまま両端を固定して逆変態温度以上に加熱し、その後再び室温に戻したときの発生応力を意味する。また、回復歪が例えば2%のときの回復力は、歪が2%回復した後に両端を固定して測定した発生応力を意味するものである。室温で与えた初期の歪は4〜6%で試験を行った。なお、その際用いた試験片は、図14の結果を得るのに用いたものと同一の試料を用いた。なお、図15において、横軸の回復歪は、実用例でいえば、パイプの締結部品に使用した場合には、パイプと締結部品(形状記憶合金)との許容されるクリーアランスの程度を直径に対する割合(%)で表わしたものと対応する。この形状回複力は圧延率が高いところで著しく向上している。室温での圧延率が20〜30%ではその回復歪みが0%のところで310MPa、2%の回復歪でも200MPaの回復力が得られる。また、10%の圧延率の場合でも、トレーニングした場合と全く同じの形状回復力が得られることが分かった。すなわち、この図の結果から圧延率0%、圧延率10%に比し、高圧延率(20%、30%)の場合は形状回復力が著しい増大がみられることが理解される。なお、図15には比較のため、NbC無添加の溶体化試料及び5回トレーニングした試料の形状回復力を示したが、その回復力は本発明の態様によるものに比してかなり小さいことが分かった。   On the other hand, as shown in FIG. 15, the shape-restoring force, which is one of the important shape-memory characteristics in practical use, is significantly improved in the material subjected to aging treatment after rolling at 20% at room temperature and rolling at 30% at room temperature. I have. FIG. 15 shows the degree of improvement of the shape recovery force in comparison with the case of only aging (rolling ratio 0%) and the case of aging treatment after rolling 10% at room temperature. The recovery force when the recovery strain on the horizontal axis is zero means the stress generated when the two ends are fixed as they are after being subjected to tensile deformation at room temperature, heated to the reverse transformation temperature or higher, and then returned to room temperature again. The restoring force when the recovery strain is, for example, 2% means the generated stress measured by fixing both ends after the recovery of the strain by 2%. Testing was performed with an initial strain of 4-6% at room temperature. The same test piece as that used for obtaining the results shown in FIG. 14 was used as the test piece at that time. In FIG. 15, the recovery strain on the horizontal axis represents the degree of allowable clearance between the pipe and the fastening part (shape memory alloy) when used for the fastening part of a pipe in a practical example. Corresponding to the ratio (%) with respect to. The shape reversing force is remarkably improved at a high rolling reduction. When the rolling reduction at room temperature is 20 to 30%, a recovery force of 310 MPa at a recovery strain of 0% and a recovery force of 200 MPa at a recovery strain of 2% can be obtained. Also, it was found that even with a rolling reduction of 10%, exactly the same shape recovery force as in the case of training was obtained. That is, it is understood from the results of this figure that the shape recovery force is remarkably increased at the high rolling reduction (20%, 30%) as compared with the rolling reduction of 0% and the rolling reduction of 10%. FIG. 15 shows the shape recovery force of the solution-treated sample without NbC addition and the sample trained five times for comparison, and it is clear that the recovery force is considerably smaller than that according to the embodiment of the present invention. Do you get it.

以上述べたように、この出願の発明では、Nb、Cを添加してなる特定の組成を有するFe−Mn−Si系形状記憶合金に対して、時効処理に先立って行われる加工処理を、特定の加工率の範囲であれば、室温で加工処理することによって可能とすることに初めて成功したものである。   As described above, in the invention of this application, the processing performed prior to the aging treatment on the Fe—Mn—Si based shape memory alloy having a specific composition obtained by adding Nb and C is specified. In the range of the processing rate of the above, it has been successfully achieved for the first time by processing at room temperature.

つまり、上記特定合金の採用でもって、先ずは、室温で形状記憶特性の発現ができる利点を享受することとなるが、その他1回のトレーニングで形状記憶加工操作が済み得る利点、大なる形状回復量、形状回復力を享受し得る利点、形状記憶処理が室温で歪4〜8%の付与で済み得る利点等をも享受する。   That is, by adopting the specific alloy, firstly, the advantage that the shape memory property can be exhibited at room temperature is enjoyed. However, the advantage that the shape memory processing operation can be completed by one training, and the great shape recovery can be achieved. It also has the advantage of being able to enjoy the amount and shape resilience, and the advantage that the shape memory processing can be performed at room temperature by applying a strain of 4 to 8%.

本発明は、上述の事情のもと、繊維又は線補強材として、セメント系材料が充分な強度を発現する養生温度よりも高い温度域で大きく収縮する特性をもつ形状記憶合金を用いることで、繊維又は線が収縮しない状態で繊維又は線との付着を十分確保するためのセメント材料の高温養生による高強度化を可能にしたセメント系材料が、繊維又は線との付着を十分に確保した後さらに温度を上昇させることで、繊維又は線が収縮してプレストレスの導入が可能になり、マトリックス部分であるセメント系材料の強度の向上を図りつつ、形状記憶合金の繊維又は線による繊維又は線補強とプレストレスの導入とが同時にできるとの考察から、この実用化を課題としてなされたものである。   The present invention, under the above circumstances, as a fiber or wire reinforcing material, by using a shape memory alloy having the property of shrinking greatly in a temperature range higher than the curing temperature at which the cement material develops sufficient strength, After the cement-based material, which has been capable of increasing the strength of the cement material by high-temperature curing to ensure sufficient adhesion with the fiber or wire in a state where the fiber or wire does not shrink, after sufficiently securing the adhesion with the fiber or wire By further increasing the temperature, the fibers or wires shrink and the introduction of prestress becomes possible, and while improving the strength of the cement-based material that is the matrix portion, the fibers or wires of the shape memory alloy fibers or wires are used. Considering that reinforcement and introduction of prestress can be performed at the same time, the practical application was made as an issue.

本発明の高強度高靭性セメント系材料の製造方法は、組成主成分として少なくともFe、Mn及びSiを含有するFe−Mn−Si系形状記憶合金において、その組織にニオブ炭化物が含まれているニオブ炭化物含有の形状記憶合金より成る、マトリックス(セメント系ペースト、モルタル、コンクリート)の強度発現温度以上で収縮変形するところの繊維補強材を混入した又は長尺補強線材を長手方向に張架配したマトリックスを、繊維又は線材付着を含む強度発現を目的とした加熱処理の初期高温養生にて該強度発現をなし、引き続いてのこれよりも僅かな高温域に設定された前記繊維又は線補強材の形状記憶特性を発動させるための後期高温養生にて、該繊維又は線補強材を変形させてプレストレス導入を果たすとしたものである。   The method for producing a high-strength, high-toughness cement-based material according to the present invention is directed to a niobium alloy containing niobium carbide in a Fe-Mn-Si shape memory alloy containing at least Fe, Mn, and Si as main components. Matrix made of carbide-containing shape memory alloy, mixed with fiber reinforcing material that shrinks and deforms at or above the strength development temperature of matrix (cement paste, mortar, concrete) or stretched with long reinforcing wire in the longitudinal direction The strength is formed by the initial high-temperature curing of the heat treatment for the purpose of developing the strength including the adhesion of the fiber or the wire, and the shape of the fiber or the wire reinforcing material subsequently set to a slightly higher temperature range than this. The pre-stress is introduced by deforming the fiber or the wire reinforcing material in the later-stage high-temperature curing for activating the memory characteristics.

上記の「初期高温養生」と「後期高温養生」とは、明確に区画させる必要はなく、要は、繊維又は線付着強度の付与がなされてあれば、「後期高温養生」が発動されて差し支えない。この場合は、マトリックスの強度発現と繊維又は線補強材の形状記憶回復とが並行発動するものとなる。   The above-mentioned "initial high temperature curing" and "late high temperature curing" do not need to be clearly divided, and the point is that if the fiber or wire bond strength is given, "late high temperature curing" may be activated. Absent. In this case, the development of the strength of the matrix and the recovery of the shape memory of the fiber or the wire reinforcing material are performed in parallel.

繊維又は線補強材の加熱は、電磁誘導加熱でとり行なっても良い。特に、「後期高温養生」における繊維又は線補強材の形状記憶回復の養生温度域がマトリックス劣化ゾーンに突入することとなる場合には、繊維又は線補強材の加熱をほとんどマトリックスを加熱せずに済む電磁誘導加熱でとり行なうを良しとする。   The heating of the fiber or the wire reinforcing material may be performed by electromagnetic induction heating. In particular, when the curing temperature range of shape memory recovery of the fiber or wire reinforcing material in `` late high temperature curing '' will enter the matrix deterioration zone, heating of the fiber or wire reinforcing material hardly heats the matrix. It is good to do it with electromagnetic induction heating.

上記形状記憶合金としては、前記本出願人の出願で紹介のMn:15〜40重量%、Si:3〜15重量%、Cr:0〜20重量%Ni:0〜20重量%、Nb:0.1〜1.5重量%、C:0.01〜0.2重量%を含み、残部Fe及び不可避的不純物として、Cu:3重量%以下、Mo:2重量%以下、Al:10重量%以下、Co:30重量%以下、N:5000ppm以下を含み、NbとCの原子比が、1.0〜1.2の範囲であって、室温、または、500℃〜800℃の温度範囲で5〜40%加工したのち、400℃〜800℃の温度範囲でかつ1分〜2時間時効加熱処理することによりNbC炭化物を析出させたところのNbC添加Fe−Mn−Si系形状記憶合金からなるとするを良しとする。   Examples of the shape memory alloy include: Mn: 15 to 40% by weight, Si: 3 to 15% by weight, Cr: 0 to 20% by weight, Ni: 0 to 20% by weight, and Nb: 0, which are introduced in the application of the present applicant. 0.1 to 1.5% by weight, C: 0.01 to 0.2% by weight, with the remaining Fe and inevitable impurities as Cu: 3% by weight or less, Mo: 2% by weight or less, Al: 10% by weight Hereafter, it contains Co: 30% by weight or less, N: 5000 ppm or less, and the atomic ratio of Nb to C is in the range of 1.0 to 1.2 at room temperature or in the temperature range of 500 ° C to 800 ° C. After being processed at 5 to 40%, it is made of an NbC-added Fe-Mn-Si shape memory alloy obtained by precipitating NbC carbide by performing aging heat treatment in a temperature range of 400 ° C to 800 ° C for 1 minute to 2 hours. I'm glad you do.

上記の本発明方法によるならば、加熱養生による通常のコンクリート製品の製造方法を大きく変えることなくして、セメント系材料の強度を増加させると同時に、繊維又は線補強の効果とプレストレスを導入することが可能になり、材料の引張強度と靭性の改善を図ることができる。   According to the method of the present invention described above, it is possible to increase the strength of a cement-based material, and at the same time, to introduce the effect of fiber or wire reinforcement and prestress without largely changing the method of manufacturing a normal concrete product by heat curing. And the tensile strength and toughness of the material can be improved.

また、プレストレス導入のための工程をなくすことができ、ジャッキ等の大型装置が不要になるとともに製品製作の期間を短縮することが可能になる。
本発明の製造方法によりセメント材料の高強度高靭性化、さらにひび割れ防止等による材料の耐久性向上が図れることから、建築部材の長尺化や薄肉化が可能になり大スパン構造物等が可能になりデザインの自由度が増すという利点がある。これ等の利点をコスト安のもとで享受することができる。
In addition, a process for introducing prestress can be eliminated, so that a large-sized device such as a jack is not required, and a period for manufacturing a product can be shortened.
According to the manufacturing method of the present invention, the strength and toughness of the cement material can be increased, and the durability of the material can be improved by preventing cracks and the like. This has the advantage of increasing the degree of freedom in design. These advantages can be enjoyed at a low cost.

請求項1並びに2記載の発明の繊維補強材を混入した場合の実施の態様を図1に図示化した。
図中の「初期高温養生」、「後期高温養生」間に互いにラップする範囲があるが、これは請求項1の発明にあっては、マトリックスの種類によって強度発現点が変化するので、これに合わせて繊維補強材の方をわずかに温度を上昇するだけで繊維が収縮するように設定するとの意で、請求項2の発明のおける「初期高温養生」と「後期高温養生」の並行発動を示す。初期高温養生においては、一定温度を保持する必要はなく昇温速度を調整することにより昇温中に強度発現を行うことも可能である。図11より明らかな如く、最高強度発現点を超えると強度劣化が始まるので、温度上昇に注意する必要がある。請求項3記載の発明の実施の態様を図2に図示化した。
FIG. 1 shows an embodiment in which the fiber reinforcing material according to the first and second aspects of the present invention is mixed.
In the figure, there is a range that overlaps between the “initial high temperature curing” and the “late high temperature curing”. However, in the invention of claim 1, since the strength expression point changes depending on the type of the matrix, At the same time, the fiber reinforced material is set so that the fiber shrinks only by slightly increasing the temperature, and the parallel activation of the “initial high temperature curing” and the “late high temperature curing” in the invention of claim 2 is performed. Show. In the initial high-temperature curing, it is not necessary to maintain a constant temperature, and the strength can be developed during the temperature rise by adjusting the rate of temperature rise. As is clear from FIG. 11, when the strength exceeds the maximum strength development point, the strength starts to deteriorate, so it is necessary to pay attention to the temperature rise. An embodiment of the invention described in claim 3 is illustrated in FIG.

後期高温養生もマトリックス加熱が伴なうオートクレーブ養生等では最高強度化温度を超えての劣化温度への昇温に留意しなければならないが、電磁誘導加熱がほとんどマトリックスを加熱することなく、繊維のみを加熱してプレストレス導入をなすので安心である。   In late-stage high-temperature curing, care must be taken to raise the temperature to the deterioration temperature beyond the maximum strength temperature in autoclave curing, etc., which involves matrix heating, but electromagnetic induction heating hardly heats the matrix and only fibers It is safe because it heats and introduces prestress.

繊維が250℃以上に加熱される範囲については、図2の右図に示される如く形状回復力(形状記憶特性が100〜300℃に現れている。)の増加は著しく、これによって、最大のプレストレス導入が達成される。   In the range where the fiber is heated to 250 ° C. or higher, the shape recovery force (shape memory characteristics appear at 100 to 300 ° C.) increases remarkably as shown in the right diagram of FIG. Prestressing is achieved.

図3は単なるマトリックスと繊維補強と本発明のプレストレス導入繊維補強の違いを示した者である。   FIG. 3 shows the difference between the mere matrix and fiber reinforcement and the prestressed fiber reinforcement of the present invention.

前記の特許文献1,2の場合にあっては、マトリックスの強度発現が不十分であるので、繊維補強と大差ないレベルと解される。   In the case of Patent Documents 1 and 2, it is understood that the strength of the matrix is insufficient, so that the level is not much different from fiber reinforcement.

マトリックスの高強度化のもとにプレストレス導入がなされた本発明のものにあっては、相乗効果によりはるかに大なる荷重に耐え得ることとなると解される。   It is understood that the present invention in which the prestress is introduced under the high strength of the matrix can withstand a much larger load by a synergistic effect.

以下に示す補強繊維で補強したモルタルの3点曲げ試験を行った。

Figure 2004331491
鉄系形状記憶合金には、60.5%Fe−28%Mn−6%Si−5%Cr−0.5NbCを用いた。 A mortar reinforced with the following reinforcing fibers was subjected to a three-point bending test.
Figure 2004331491
For the iron-based shape memory alloy, 60.5% Fe-28% Mn-6% Si-5% Cr-0.5NbC was used.

使用した合金の温度と形状回復力の関係を図4に示す。100℃以下ではほとんど形状回復を示さず、100℃〜350℃にかけて大きな回復力を示す。   FIG. 4 shows the relationship between the temperature of the alloy used and the shape recovery force. At 100 ° C. or lower, shape recovery hardly occurs, and a large recovery force is exhibited from 100 ° C. to 350 ° C.

この形状記憶合金の特性を生かすために、図1に示したような高温養生の温度パターンを利用して養生を行った。合金繊維とモルタルの十分な付着を図るためのモルタルの高強度化を目的とした初期高温養生の温度を90℃に設定し、その後、形状記憶合金の形状回復力を利用したプレストレス導入、およびモルタルのさらなる高強度化を図るための後期高温養生の温度を180℃に設定した。   In order to make use of the characteristics of the shape memory alloy, curing was performed using a temperature pattern of high-temperature curing as shown in FIG. The initial high-temperature curing temperature is set at 90 ° C. for the purpose of increasing the strength of the mortar to achieve sufficient adhesion between the alloy fiber and the mortar, and then, the introduction of prestress using the shape recovery force of the shape memory alloy, and The temperature of the latter high-temperature curing was set to 180 ° C. in order to further increase the strength of the mortar.

実施例1は、90℃でモルタルの強度化した後、オートクレーブで180℃に加熱したものである。請求項2の発明の実施に相当する。   In Example 1, the mortar was strengthened at 90 ° C., and then heated to 180 ° C. in an autoclave. This corresponds to the implementation of the invention of claim 2.

実施例2は、90℃でモルタルを高強度化した後、オートクレーブで180℃に加熱し、さらに補強繊維を電磁誘導加熱したものである。請求項3の発明の実施に相当する。   In Example 2, after increasing the strength of the mortar at 90 ° C., the mortar was heated to 180 ° C. in an autoclave, and the reinforcing fibers were further subjected to electromagnetic induction heating. This corresponds to an implementation of the invention of claim 3.

比較例1は、鉄系形状記憶合金とほぼ同等の破断強度を持つステンレスを用い、実施例1と同様の処理を行ったものである。
比較例2は、補強繊維がない場合で実施例1と同様の処理を行ったものである。
In Comparative Example 1, a stainless steel having a breaking strength substantially equal to that of the iron-based shape memory alloy was used, and the same processing as in Example 1 was performed.
In Comparative Example 2, the same treatment as in Example 1 was performed without the reinforcing fiber.

曲げ試験体の作製には、鉄系形状記憶合金製またはステンレス製の2×4×75mmの補強繊維4本をあらかじめ設置した20×20×80mmの型枠に、ポルトランドセメント、シリカフューム、珪砂、水、高性能減水剤からなるモルタルを流し込んで固化させ、オートクレーブ中で90℃24時間保持してモルタルを高強度化した後、さらにオートクレーブで加熱あるいは電磁誘導により補強繊維を加熱して作製した。   For the preparation of the bending test specimen, Portland cement, silica fume, silica sand, water, and the like were placed in a 20 × 20 × 80 mm formwork in which four 2 × 4 × 75 mm reinforcing fibers made of an iron-based shape memory alloy or stainless steel were previously installed. A mortar comprising a high-performance water reducing agent was poured into the mortar and solidified. The mortar was maintained in an autoclave at 90 ° C. for 24 hours to increase the strength of the mortar, and the reinforcing fiber was further heated by an autoclave or heated by electromagnetic induction.

曲げ試験結果は、図5に示される。
図において荷重が一時的に低下する点がモルタルのひび割れ発生を示しており、最初に低下した点がひび割れ発生強度になる。
The bending test results are shown in FIG.
In the figure, the point at which the load temporarily decreases indicates the occurrence of cracks in the mortar, and the point at which the load first decreases indicates the crack generation strength.

実施例1および実施例2において、比較例1のステンレス繊維を用いた場合や繊維を用いない比較例2と比べて、ひび割れ発生強度および最大曲げ強度が高くなった。鉄系形状記憶合金を補強繊維として用いるとともに高温養生を適正に行うことにより、繊維補強の効果とともにプレストレスの効果があらわれたことを示している。   In Examples 1 and 2, the crack generation strength and the maximum bending strength were higher than in the case of using the stainless steel fiber of Comparative Example 1 or in Comparative Example 2 not using the fiber. It shows that the effect of pre-stress as well as the effect of fiber reinforcement appeared by using iron-based shape memory alloy as the reinforcing fiber and properly performing high-temperature curing.

本実施例においては繊維として長繊維を用いて補強した場合であるが、繊維形状や長さ、繊維の配置についてはこれに限定されるものではなく、例えば、短繊維を分散させても良い。   In the present embodiment, the case where the fiber is reinforced by using the long fiber is used. However, the fiber shape, the length, and the arrangement of the fiber are not limited thereto, and for example, the short fiber may be dispersed.

マトリックスの長手方向をPC鋼棒の如く張架するところの長尺の補強線材の場合を図6〜9に示す。
図6は、線材の形状のバリエーションを示す。図7はマトリックス中の張架配列のバリエーションを示す。図中(2)、(4)は横架材として下辺にのみ引張力が作用する部材に対応させたものである。
また、図示省略するも線材両端には定着部付形が施されるのを良しとする。
6 to 9 show the case of a long reinforcing wire rod in which the longitudinal direction of the matrix is stretched like a PC steel rod.
FIG. 6 shows a variation of the shape of the wire. FIG. 7 shows a variation of the stretch arrangement in the matrix. In the figure, (2) and (4) correspond to members that apply tensile force only to the lower side as horizontal members.
Although not shown, it is preferable that both ends of the wire are provided with a fixing portion.

上記の線材の試験体の紹介と製造方法を図8に示す。図中「SUS304ステンレス補強型」は比較のため非収縮材のものとして採用した。
以上テストの如く、本発明の高強度高靭性セメント系材料の製造方法によるならば、画期的なコストダウンと強度と靭性とを同時に獲得し得ることが判明した。
図9に上記の試験体の曲げ強度試験結果を示す。
FIG. 8 shows an introduction and a production method of the above-mentioned wire rod test piece. In the figure, “SUS304 stainless steel reinforced type” is used as a non-shrinkable material for comparison.
As described above, according to the method for producing a high-strength and high-toughness cement-based material of the present invention, it has been found that epoch-making cost reduction and strength and toughness can be simultaneously obtained.
FIG. 9 shows the bending strength test results of the above-mentioned specimen.

本発明の製造方法によりセメント材料の高強度高靭性化、さらにひび割れ防止等による材料の耐久性向上が図れることから、建築部材の長尺化や薄肉化が可能になり大スパン構造物等が可能になりデザインの自由度が増す。   According to the manufacturing method of the present invention, the strength and toughness of the cement material can be increased, and the durability of the material can be improved by preventing cracks and the like. And the degree of freedom of design increases.

本発明方法の図示説明図である。FIG. 4 is an illustrative view of the method of the present invention. 本発明方法の図示説明図である。FIG. 4 is an illustrative view of the method of the present invention. 本発明と従来技術との相対表示グラフである。It is a relative display graph of this invention and a prior art. 本発明が使用した合金の温度と形状回復力の関係を示すグラフである。4 is a graph showing the relationship between the temperature of the alloy used in the present invention and the shape recovery force. 本発明の曲げ試験結果を示すグラフである。It is a graph which shows the bending test result of this invention. 本発明の線材の形状のバリエーション説明図である。It is variation explanatory drawing of the shape of the wire of this invention. 本発明の線材のマトリックス中の張架配列のバリエーション説明図である。It is a variation explanatory view of the stretch arrangement in the matrix of the wire rod of the present invention. 本発明の線材の試験体の構造紹介と製造方法説明図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a diagram illustrating a structure of a test body of a wire rod according to the present invention and an explanatory diagram of a manufacturing method. 本発明の線材補強マトリックス試験体の曲げ試験のグラフである。It is a graph of a bending test of the wire rod reinforcement matrix specimen of the present invention. aは、従来技術における繊維補強コンクリートの構造図解である。bは、荷重たわみ曲線グラフである。a is a structural illustration of fiber reinforced concrete in the prior art. b is a load deflection curve graph. モルタルの養生温度と圧縮強度の相関図である。It is a correlation diagram of the curing temperature of mortar and compressive strength. 本発明採用の合金についての変形量と形状回復率の相関図である。FIG. 4 is a correlation diagram between the deformation amount and the shape recovery rate of the alloy employed in the present invention. 本発明採用の合金についての回復歪と形状回復力の相関図である。FIG. 4 is a correlation diagram between a recovery strain and a shape recovery force for an alloy employed in the present invention. 本発明採用の合金についての変形量と形状回復力の相関図である。FIG. 4 is a correlation diagram between the deformation amount and the shape recovery force of the alloy employed in the present invention. 本発明採用の合金についての回復歪と形状回復力の相関図である。FIG. 4 is a correlation diagram between a recovery strain and a shape recovery force for an alloy employed in the present invention.

符号の説明Explanation of reference numerals

1 繊維
2 コンクリート
1 fiber 2 concrete

Claims (4)

組成主成分として少なくともFe,Mn及びSiを含有するFe−Mn−Si系形状記憶合金において、その組織にニオブ炭化物が含まれているニオブ炭化物含有の形状記憶合金より成る、マトリックス(セメント系ペースト、モルタル、コンクリート)の強度発現温度以上で収縮変形するところの繊維補強材を混入した又は長尺補強線材を長手方向に張架配したマトリックスを、繊維付着を含む強度発現を目的とした加熱処理の初期高温養生にて、該強度発現をなし、引き続いてのこれよりも僅かな高温域に設定された前記繊維補強材の形状記憶特性を発動させるための後期高温養生にて該繊維補強材を変形させてプレストレス導入を果たすとしたことを特徴とする高強度高靭性セメント系材料の製造方法。 In a Fe-Mn-Si based shape memory alloy containing at least Fe, Mn and Si as main components, a matrix (cement-based paste, cement-based paste, niobium carbide-containing shape memory alloy whose structure contains niobium carbide) is used. (Mortar, concrete) A matrix in which a fiber reinforcing material that shrinks and deforms at a temperature equal to or higher than the strength developing temperature or a matrix in which a long reinforcing wire is stretched in the longitudinal direction is subjected to heat treatment for the purpose of developing strength including fiber adhesion. In the initial high-temperature curing, the strength is developed, and subsequently, the fiber-reinforced material is deformed in the later high-temperature curing in order to activate the shape memory characteristics of the fiber reinforcement set in a slightly higher temperature range than this. A method for producing a high-strength, high-toughness cementitious material, characterized in that prestressing is achieved by performing the method. 請求項1における後期高温養生を、初期高温養生の繊維付着強度発現をまって発動させ、マトリックスの強度発現と繊維補強材の形状記憶回復とが並行発動するものとなるとしたことを特徴とする高強度高靭性セメント系材料の製造方法。 2. The high-temperature curing method according to claim 1, wherein the high-temperature curing is activated based on the fiber adhesion strength development of the initial high-temperature curing, and the matrix strength development and the shape memory recovery of the fiber reinforcing material are activated in parallel. A method for producing a high-strength, high-toughness cement-based material. 繊維補強材の形状記憶回復のための加熱を、ほとんどマトリックスを加熱せずに済む電磁誘導加熱でとり行なうとしたことを特徴とする請求項1,2記載の高強度高靭性セメント系材料の製造方法。 3. The method for producing a high-strength and high-toughness cementitious material according to claim 1, wherein the heating for recovering the shape memory of the fiber reinforcing material is performed by electromagnetic induction heating which hardly requires heating of the matrix. Method. 用いられる形状記憶合金が、Mn:15〜40重量%、Si:3〜15重量%、Cr:0〜20重量%、Ni:0〜20重量%、Nb:0.1〜1.5重量%、C:0.01〜0.2重量%を含み、残部Fe及び不可避的不純物として、Cu:3重量%以下、Mo:2重量%以下、Al:10重量%以下、Co:30重量%以下、N:5000ppm以下を含み、NbとCの原子比が、1.0〜1.2の範囲であって、室温、または、500℃〜800℃の温度範囲で5〜40%加工したのち、400℃〜800℃の温度範囲でかつ1分〜2時間時効加熱処理することによりNbC炭化物を析出させたところのNbC添加Fe−Mn−Si系形状記憶合金である請求項1,2,3記載の高強度高靭性セメント系材料の製造方法。 The shape memory alloy used is Mn: 15 to 40% by weight, Si: 3 to 15% by weight, Cr: 0 to 20% by weight, Ni: 0 to 20% by weight, Nb: 0.1 to 1.5% by weight. , C: 0.01 to 0.2% by weight, with the remaining Fe and inevitable impurities as Cu: 3% by weight or less, Mo: 2% by weight or less, Al: 10% by weight or less, Co: 30% by weight or less , N: 5000 ppm or less, the atomic ratio of Nb to C is in the range of 1.0 to 1.2, and after processing at room temperature or in the temperature range of 500 to 800 ° C., 5 to 40%, The NbC-added Fe-Mn-Si-based shape memory alloy obtained by precipitating NbC carbide by aging heat treatment in a temperature range of 400 ° C to 800 ° C for 1 minute to 2 hours. For producing a high-strength, high-toughness cementitious material.
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