JP2680707B2 - Reinforcement method for concrete structural materials - Google Patents
Reinforcement method for concrete structural materialsInfo
- Publication number
- JP2680707B2 JP2680707B2 JP2006275A JP627590A JP2680707B2 JP 2680707 B2 JP2680707 B2 JP 2680707B2 JP 2006275 A JP2006275 A JP 2006275A JP 627590 A JP627590 A JP 627590A JP 2680707 B2 JP2680707 B2 JP 2680707B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete structural
- reinforcing fiber
- concrete
- resin material
- attached
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 title claims description 113
- 238000000034 method Methods 0.000 title claims description 8
- 230000002787 reinforcement Effects 0.000 title claims description 4
- 229920005989 resin Polymers 0.000 claims description 39
- 239000011347 resin Substances 0.000 claims description 39
- 239000012783 reinforcing fiber Substances 0.000 claims description 29
- 238000010438 heat treatment Methods 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 10
- 239000002657 fibrous material Substances 0.000 description 6
- 238000004904 shortening Methods 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 3
- 239000004917 carbon fiber Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】 《産業上の利用分野》 本発明はコンクリート製構造材の補強方法に係り、特
に養生期間の短縮化並びに寒冷地や寒冷時における施工
を確保することができるコンクリート製構造材の補強方
法に関する。TECHNICAL FIELD The present invention relates to a method for reinforcing a concrete structural material, and in particular, a concrete structure capable of shortening the curing period and ensuring construction in cold regions and during cold weather. Reinforcement method of timber.
《従来の技術》 近年、既設のコンクリート構造物の経年変化などによ
る強度劣化を補うために、コンクリート構造物を構成し
ている様々なコンクリート製構造材の外表面に炭素繊維
等の高強度の繊維材を貼付して、構造材を補強すること
が行なわれている。殊に、繊維材の補強機能を十分に発
揮させるために、エポキシ系等の樹脂材を繊維材に含浸
させ、この樹脂材が含浸された繊維材を構造材に貼付し
た後、樹脂材を硬化させるようにしている。樹脂材とし
ては、100℃程度で硬化する高温硬化型のものと、10℃
〜30℃の常温で硬化する常温硬化型のものとがある。高
温硬化型の樹脂材を採用すると、この樹脂材を硬化させ
るために100℃程度にまで昇温させる必要があることか
ら、繊維材が貼付された構造材のコンクリートが高温の
ために劣化してしまうことが考えられ、そのため樹脂材
としては、常温硬化型のものが採用されている。《Prior art》 In recent years, in order to compensate for the strength deterioration of existing concrete structures due to aging, etc., high strength fibers such as carbon fibers have been formed on the outer surface of various concrete structural materials that make up the concrete structures. The material is attached to reinforce the structural material. In particular, in order to fully exert the reinforcing function of the fiber material, the resin material such as epoxy is impregnated into the fiber material, the fiber material impregnated with this resin material is attached to the structural material, and then the resin material is cured. I am trying to let you. Resin materials include high-temperature curing type that cures at about 100 ° C and 10 ° C.
There is a room temperature curing type that cures at room temperature up to 30 ° C. When a high temperature curing type resin material is used, it is necessary to raise the temperature to about 100 ° C to cure this resin material, so the concrete of the structural material to which the fiber material is attached deteriorates due to the high temperature. Therefore, a room temperature curing type resin is used as the resin material.
《発明が解決しようとする課題》 ところで、上述の常温硬化型の樹脂材は、硬化速度が
緩慢で温度が低ければ低いほど硬化するまでに時間がか
かり養生期間が長期化すると共に、特に寒冷地や寒冷時
には樹脂材の十分な硬化を期待することはできず、従っ
て繊維材の採用による構造材の確実な補強効果を確保す
ることが難しかった。<Problems to be Solved by the Invention> By the way, the above-mentioned room temperature curable resin material has a slower curing rate and a lower temperature, the longer it takes to cure and the longer the curing period is, especially in cold regions. It was not possible to expect a sufficient hardening of the resin material in cold or cold weather, so it was difficult to secure a reliable reinforcing effect for the structural material by adopting the fiber material.
本発明は上述したような問題点に鑑みて創案されたも
のであり、養生期間の短縮化を確保できると共に、寒冷
地や寒冷時であっても外気温に左右されることなく確実
に施工することができるコンクリート製構造材の補強方
法を提供することを目的とする。The present invention was devised in view of the above-mentioned problems, and it is possible to ensure a shortening of the curing period, and to reliably perform construction without being affected by the outside temperature even in cold regions or during cold weather. An object of the present invention is to provide a method of reinforcing a concrete structural material that can be used.
《課題を解決するための手段》 コンクリート製構造材の表面に補強繊維材を、これに
含浸させた常温硬化型樹脂材を介して貼付し、次いで該
補強繊維材が貼付された上記コンクリート製構造材の表
面に対向させて加熱手段を設け、該加熱手段により上記
補強繊維材に含浸されている上記常温硬化型樹脂材を加
熱するようにしたことを特徴とする。<< Means for Solving the Problem >> A reinforcing fiber material is attached to the surface of a concrete structural material via a room temperature curable resin material impregnated therein, and then the concrete structure is attached with the reinforcing fiber material. A heating means is provided so as to face the surface of the material, and the room temperature curable resin material impregnated in the reinforcing fiber material is heated by the heating means.
また、コンクリート製構造材の表面に補強繊維材を、
これに含浸させた常温硬化型樹脂材を介して貼付し、次
いで該補強繊維材が貼付された上記コンクリート製構造
材の表面に対向させて、折り曲げ可能で該コンクリート
製構造材の外形輪郭に沿わせて柔軟な変形が可能な布状
体でなる加熱手段を設け、該加熱手段により上記補強繊
維材に含浸されている上記常温硬化型樹脂材を加熱する
ようにしたことを特徴とする。In addition, reinforcing fiber material on the surface of concrete structural material,
It is affixed via a room temperature curable resin material impregnated in it, then facing the surface of the concrete structural material to which the reinforcing fiber material is affixed, which is bendable and conforms to the outline of the concrete structural material. In addition, a heating means formed of a cloth-like body that can be flexibly deformed is provided, and the room temperature curable resin material impregnated in the reinforcing fiber material is heated by the heating means.
さらに、コンクリート製構造材の表面に補強繊維材
を、これに含浸させた常温硬化型樹脂材を介して貼付
し、次いで該補強繊維材が貼付された上記コンクリート
製構造材の表面に対向させて温度制御可能な板状パネル
ヒータを設け、該板状パネルヒータにより上記補強繊維
材に含浸されている上記常温硬化型樹脂材を加熱するよ
うにしたことを特徴とする。Further, a reinforcing fiber material is attached to the surface of the concrete structural material via a room temperature curable resin material impregnated therein, and then the surface of the concrete structural material to which the reinforcing fiber material is attached is opposed to the surface. A temperature-controllable plate-shaped panel heater is provided, and the plate-shaped panel heater heats the cold-setting resin material impregnated in the reinforcing fiber material.
《作 用》 請求項1の発明の作用について述べると、補強繊維材
が貼付されたコンクリート製構造材の表面に対向させて
設けた加熱手段によって補強繊維材に含浸されている常
温硬化型樹脂材を昇温・硬化させるようになっている。<< Working >> The operation of the invention of claim 1 will be described. A room temperature curable resin material impregnated into the reinforcing fiber material by a heating means provided facing the surface of the concrete structural material to which the reinforcing fiber material is attached. Is heated and cured.
また請求項2の発明のように、折り曲げ可能でコンク
リート製構造材の外形輪郭に沿わせて柔軟な変形が可能
な布状体でなる加熱手段で加熱することとすれば、この
布状体は自由な形状を得ることができるので、コンクリ
ート製構造材の表面が平坦面の他、凸面であっても、そ
の外形形状に沿って容易にかつ適切に配置することがで
きるとともに、また必要な場合にはコンクリート製構造
材の表面に密着させたり、あるいは表面から若干離隔さ
せてクリアランスを設けるなど、コンクリート製構造材
に対して自由に設置できて、効率よく常温硬化型樹脂材
を加熱・昇温させることができる。Further, as in the invention of claim 2, when the heating means is a cloth-like body that is bendable and can be flexibly deformed along the outer contour of the concrete structural material, this cloth-like body is Since it is possible to obtain a free shape, even if the surface of the concrete structural material is not only a flat surface but also a convex surface, it can be easily and appropriately arranged along the external shape, and if necessary. It can be freely installed on the concrete structure material by adhering it to the surface of the concrete structure material or by providing a clearance slightly apart from the surface to efficiently heat and heat the room temperature curing type resin material. Can be made.
他方、請求項3の発明のように、温度制御可能な板状
パネルヒータで加熱することとすれば、例えば一定温度
に維持しながら常温硬化型樹脂材を加熱するなど、温度
管理や温度制御を適切に行うことができるので、これに
より高い施工品質を確保できるとともに、養生期間を管
理できるようになって工期の短縮化を図ることもでき、
さらにパネルヒータはその設置作業がきわめて容易であ
って、同一寸法の構造材に同一の作業を繰り返す場合、
合理的に効率よく施工することができる。On the other hand, if heating is performed by a plate-shaped panel heater capable of controlling temperature as in the third aspect of the invention, temperature management and temperature control such as heating a room temperature curable resin material while maintaining a constant temperature can be performed. Since it can be performed properly, it is possible to ensure high construction quality, manage the curing period, and shorten the construction period.
Furthermore, the panel heater is extremely easy to install, and when repeating the same work on structural materials of the same size,
It can be constructed reasonably and efficiently.
《実 施 例》 以下に、本発明の好適な実施例を添付図面に従って詳
述する。<< Embodiment >> Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.
第1図に示すように、既設のコンクリート構造物を構
成するコンクリート製構造材、図示例にあっては、コン
クリート柱1の外周表面1aには、これを補強するために
全周にわたって炭素繊維等の補強繊維材2が貼付され
る。この補強繊維材2には、硬化することにより補強繊
維材2の強度を高めてコンクリート柱1のより十分な補
強を可能とする、エポキシ樹脂等の常温硬化型の樹脂材
(図示せず)が含浸されている。As shown in FIG. 1, a concrete structural material that constitutes an existing concrete structure, in the illustrated example, the outer peripheral surface 1a of the concrete pillar 1 is covered with carbon fiber or the like over the entire circumference to reinforce it. The reinforcing fiber material 2 is attached. The reinforcing fiber material 2 is a room temperature curing type resin material (not shown) such as an epoxy resin, which is hardened to increase the strength of the reinforcing fiber material 2 and enable more sufficient reinforcement of the concrete pillar 1. It is impregnated.
次いで、補強繊維材2が貼付されたコンクリート柱1
の周囲には、コンクリート柱1の表面1aに対向させて加
熱手段が配置される。加熱手段は本実施例では、曲げた
り折り込んだりなどの自由な変形が可能で、コンクリー
ト柱1をその外形輪郭に沿って囲繞しつつ柱表面全体に
対向して配置され得る電気毛布などの布状体3で構成さ
れている。Then, the concrete pillar 1 to which the reinforcing fiber material 2 is attached
Around the circumference of, a heating means is arranged facing the surface 1a of the concrete pillar 1. In this embodiment, the heating means can be freely deformed, such as bent or folded, and can be a cloth-like material such as an electric blanket that can be placed so as to face the entire surface of the concrete pillar 1 while surrounding the concrete pillar 1 along its outer contour. It is composed of body 3.
この布状体3の支持の仕方については、パイプ材など
でコンクリート柱1を取り囲むような枠体を構成してこ
の枠体に掛けるようにしたり、合板や後述する断熱部材
4でコンクリート柱1を収容するような函体を形成して
この函体に掛けるようにしたり、コンクリート柱1に適
宜アンカ部材などを打ち込んでこれらアンカ部材に引掛
けるようにしたり、あるいはコンクリート柱1を布状体
3で直接くるみ、外側から紐などでコンクリート柱1に
縛り付けるようにしても良い。Regarding the method of supporting the cloth-like body 3, a frame member surrounding the concrete pillar 1 may be constructed by a pipe material or the like so as to be hung on the frame body, or the concrete pillar 1 may be supported by plywood or a heat insulating member 4 described later. A box to be housed may be formed and hung on the box, or an anchor member or the like may be driven into the concrete column 1 so as to be hooked on these anchor members, or the concrete column 1 may be covered with the cloth-like body 3. You may make it tie directly to the concrete pillar 1 with a case or a string from the outside.
本実施例の加熱手段としての布状体3は自由な形状を
得ることができるので、対向して配置されるコンクリー
ト柱1の表面1aが平坦面の他凸面等であっても、その外
形形状に沿って容易に配置することができ、また必要な
場合にはコンクリート柱1の表面1aに密着させることも
できる。更に密着させた場合、布状体3の柔軟な変形に
より、布状体3とコンクリート柱1の表面1aとの間の空
隙を小さくでき、空隙から熱が逃げるのを押さえて直接
的に且つ効率良く加熱・昇温させることができる。この
ように布状体3をコンクリート柱1の表面1aに密着させ
て設置することは加熱・昇温のロスがなく、経済的にも
養生期間の短縮化の面からも好ましい。しかしながら、
樹脂材の表層に膜さえも形成されないような溶融状態で
は、コンクリート柱1の表面1aに布状体3を密着させる
布状体3に樹脂材が付着したり、樹脂材から発生する揮
発性成分を円滑に逃がすことができないので、このよう
な状態のときには、布状体3をコンクリート柱1の表面
1aから若干離隔させてクリアランスを設けるようにする
ことが好ましい。Since the cloth-like body 3 as the heating means of the present embodiment can obtain a free shape, even if the surface 1a of the concrete pillar 1 arranged to face is a flat surface or another convex surface, its outer shape Can be easily arranged along the surface of the concrete pillar 1 and can be closely attached to the surface 1a of the concrete column 1 if necessary. When they are brought into close contact with each other, the gap between the cloth 3 and the surface 1a of the concrete column 1 can be reduced due to the flexible deformation of the cloth 3, so that heat can be prevented from escaping from the gap and the efficiency can be increased directly and efficiently. It can be heated and heated well. In this way, it is preferable to install the cloth-like body 3 in close contact with the surface 1a of the concrete column 1 in terms of heating and temperature loss, and economically and shortening the curing period. However,
In a molten state where no film is formed on the surface layer of the resin material, the resin material adheres to the cloth-like body 3 that adheres the cloth-like body 3 to the surface 1a of the concrete pillar 1 or the volatile component generated from the resin material In such a state, the cloth-like body 3 should be attached to the surface of the concrete pillar 1 because it cannot be smoothly released.
It is preferable to provide a clearance slightly apart from 1a.
更に、布状体3の加熱手段として電気毛布等を採用す
れば、サーモスタット等を利用したり、別途コンクリー
ト柱1の近傍に温度センサ等を設置しこれを利用して温
度管理や温度制御を行なうことができるので、一定温度
に維持しつつ均一に樹脂材を加熱することができる。従
って、樹脂材を均一に硬化させて高い品質を確保できる
と共に、硬化終了時期の把握が容易となって養生期間に
余裕をみるなどの必要性をなくすことができ、工期の短
縮化を図ることができる。Furthermore, if an electric blanket or the like is used as the heating means for the cloth-like body 3, a thermostat or the like may be used, or a temperature sensor or the like may be installed separately in the vicinity of the concrete column 1 to perform temperature management and temperature control. Therefore, the resin material can be uniformly heated while maintaining a constant temperature. Therefore, it is possible to cure the resin material uniformly and ensure high quality, and it is easy to grasp the curing end time, and it is possible to eliminate the need for a margin in the curing period and to shorten the construction period. You can
他方、コンクリート柱1を布状体3で囲繞するときに
は、布状体3の端部相互がラップするように配設するこ
とが好ましい(第1図、R参照)。このようにすれば、
布状体3の端部と中央部とでの不均一な温度分布の影響
を受けることがなくなり、樹脂材をコンクリート柱1の
全表面にわたって均一に加熱して硬化させることができ
る。従って、単一の布状体3でラップを確保しつつコン
クリート柱1全体を囲繞できない場合には、複数の布状
体3を用いれば良い。On the other hand, when the concrete pillar 1 is surrounded by the cloth-like body 3, it is preferable that the concrete pillars 1 are arranged so that the ends of the cloth-like body 3 overlap each other (see FIG. 1, R). If you do this,
The resin material can be uniformly heated and cured over the entire surface of the concrete column 1 without being affected by the uneven temperature distribution between the end portion and the central portion of the cloth-like body 3. Therefore, when it is not possible to surround the entire concrete pillar 1 while securing a wrap with a single cloth-like body 3, a plurality of cloth-like bodies 3 may be used.
次いで布状体3の外側には、外界から遮断するように
して全体を取り囲んで筒体状の断熱部材4が設けられ
る。この断熱部材4は、放熱を防止することによる経済
性並びに昇温時間の短縮化を図って養生期間の短縮化を
確保すると共に、更に外気温や風等の外乱の影響を押さ
えて、コンクリート柱1の表面1aを均一な一定の温度に
維持できるようになっている。断熱部材4の材質として
は、耐熱性の高いグラスウールや湿潤時でも十分な断熱
効果を発揮するスチロール等が採用される。Next, on the outside of the cloth-like body 3, a cylindrical heat insulating member 4 is provided so as to surround the whole so as to be shielded from the outside. This heat insulating member 4 ensures economic efficiency by preventing heat dissipation and shortens the temperature rising time to secure a shortening of the curing period, and further suppresses the influence of external disturbances such as outside air temperature and wind to prevent damage to the concrete columns. The surface 1a of No. 1 can be maintained at a uniform and constant temperature. As the material of the heat insulating member 4, glass wool having high heat resistance, styrene, or the like that exhibits a sufficient heat insulating effect even when wet, is adopted.
また上述の布状体3は取付けに関し、第2図に示すよ
うに、筒体状の断熱部材4を利用しても良い。即ち、筒
体を構成する例えば4枚の板状断熱材4aの接合縁部4b間
に各布状体3の端部を挟み込むようにして構成しても良
い。Regarding attachment of the cloth-like body 3 described above, a cylindrical heat insulating member 4 may be used as shown in FIG. That is, for example, the end portions of the respective cloth-like bodies 3 may be sandwiched between the joint edges 4b of the four plate-like heat insulating materials 4a constituting the tubular body.
以上のようにして準備が完了したならば、布状体3を
発熱させてコンクリート柱1、ひいては樹脂材を加熱し
て硬化させれば良い。When the preparation is completed as described above, the cloth-like body 3 may be heated to heat the concrete pillar 1 and, by extension, the resin material to cure it.
第3図には他の実施例が示されている。この実施例で
は、加熱手段として上述の布状体3に代えて、筒体状に
組まれた温度制御可能な板状パネルヒータ5が採用され
ている。パネルヒータ5のジョイント部にはシール材6
が充填され、ジョイント部からの放熱が防止されてい
る。シール材6の材質としては、昇温温度や熱変形等を
考慮して、耐熱性の高いグラスウール等を用いることが
好ましい。その他の構成並びに作用は、上述の実施例と
同様である。殊に本実施例では、単に板状のパネルヒー
タ5を組み合せて構成すれば良いので、設置作業は極め
て容易であり、同一寸法の構造材に同一の作業を繰り返
す場合に効率的に施工することができる。FIG. 3 shows another embodiment. In this embodiment, instead of the cloth-like body 3 described above, a plate-shaped panel heater 5 which is assembled in a tubular shape and whose temperature is controllable is employed as the heating means. Sealing material 6 is attached to the joint of the panel heater 5.
Is filled to prevent heat radiation from the joint. As the material of the sealing material 6, it is preferable to use glass wool or the like having high heat resistance in consideration of the temperature rise, thermal deformation, and the like. Other configurations and operations are similar to those of the above-described embodiment. Particularly, in this embodiment, since it is sufficient to simply combine the plate-shaped panel heaters 5 with each other, the installation work is extremely easy, and the construction work can be performed efficiently when the same work is repeated on the structural material of the same size. You can
第4図は、パネルヒータ5を利用した床版7または梁
への適用を示したものである。FIG. 4 shows the application to the floor slab 7 or the beam using the panel heater 5.
第4図に示すように、既設のコンクリート構造物を構
成するコンクリート製構造材、図示例にあっては床版7
の下面7aには、これを補強するために全面にわたって炭
素繊維等の補強繊維材2が貼付される。この補強繊維材
2には、上述と同様な常温硬化型の樹脂材が含浸されて
いる。次いで、補強繊維材2が貼付された床版7の下面
7a下方には、床版7の下面7aに対向させてパネルヒータ
5が配置される。そして最後に、パネルヒータ5を発熱
させて床版7、ひいては樹脂材を加熱して硬化させれば
上述と同様な作用により補強効果を得ることができる。As shown in FIG. 4, a concrete structural material that constitutes an existing concrete structure, in the illustrated example, a floor slab 7
A reinforcing fiber material 2 such as carbon fiber is attached to the lower surface 7a of the entire surface to reinforce the lower surface 7a. The reinforcing fiber material 2 is impregnated with a room temperature curable resin material similar to that described above. Next, the lower surface of the floor slab 7 to which the reinforcing fiber material 2 is attached
A panel heater 5 is arranged below 7a so as to face the lower surface 7a of the floor slab 7. Finally, if the panel heater 5 is heated to heat the floor slab 7, and thus the resin material, to cure it, a reinforcing effect can be obtained by the same action as described above.
《発明の効果》 以上要するに本発明によれば、次のような優れた効果
を発揮する。<< Effects of the Invention >> In short, according to the present invention, the following excellent effects are exhibited.
請求項1の発明では、補強繊維材が貼付されたコンク
リート製構造材の表面に対向させて設けた加熱手段によ
り繊維材周辺の温度を比較的高くして常温硬化型樹脂材
の硬化を助長させることができ、養生期間の短縮化並び
に寒冷地や寒冷時における施工を確保することができ
る。また、単に加熱手段を設置するのみなので、経済的
であると共に、施工が容易である。In the invention of claim 1, the temperature around the fiber material is relatively increased by the heating means provided so as to face the surface of the concrete structural material to which the reinforcing fiber material is attached, thereby promoting the curing of the room temperature curable resin material. Therefore, it is possible to shorten the curing period and secure construction in cold regions or during cold weather. Further, since the heating means is simply installed, it is economical and the construction is easy.
また請求項2の発明では、折り曲げ可能でコンクリー
ト製構造材の外形輪郭に沿わせて柔軟な変形が可能な布
状体でなる加熱手段で加熱するようにしたので、この布
状体は自由な形状を得ることができて、コンクリート製
構造材の表面が平坦面の他、凸面等であっても、その外
形形状に沿って容易にかつ適宜に配置することができる
とともに、また必要な場合にはコンクリート製構造材の
表面に密着させたり、あるいは表面から若干離隔させて
クリアランスを設けるなど、コンクリート製構造材に対
して自由に設置でき、効率よく常温硬化型樹脂材を加熱
・昇温させることができる。Further, according to the invention of claim 2, since the heating means is a cloth-like body which is bendable and can be flexibly deformed along the outer contour of the concrete structural material, the cloth-like body is free to be heated. Even if the shape can be obtained and the surface of the concrete structural material is not only a flat surface but also a convex surface, etc., it can be easily and appropriately arranged along the outer shape, and when necessary. Can be freely installed on the concrete structural material by adhering to the surface of the concrete structural material or by providing a clearance slightly apart from the surface, and efficiently heating and raising the temperature of the room temperature curable resin material. You can
他方、請求項3の発明では、温度制御可能な板状パネ
ルヒータで加熱するようにしたので、例えば一定温度に
維持しながら常温硬化型樹脂材を加熱するなど、温度管
理や温度制御を適切に行うことができて、これにより高
い施工品質を確保できるとともに、養生期間を管理でき
るようになって工期の短縮化を図ることもでき、さらに
パネルヒータはその設置作業がきわめて容易であって、
同一寸法の構造材に同一の作業を繰り返す場合、合理的
に効率よく施工することができる。On the other hand, in the invention of claim 3, since the plate-shaped panel heater capable of temperature control is used for heating, temperature management and temperature control are appropriately performed, for example, by heating the room temperature curable resin material while maintaining a constant temperature. It is possible to do this, it is possible to ensure high construction quality, and it is possible to manage the curing period to shorten the construction period. Furthermore, the panel heater is extremely easy to install,
When the same work is repeated on structural materials of the same size, it can be installed reasonably and efficiently.
そして上記いずれの請求項記載の発明にあっても、気
中温度で硬化してはいくものの、その硬化に時間を要し
たり、また十分な硬化を保証できない場合もある常温硬
化型樹脂材を対象として、その短時間で確実な硬化を保
証することができる。In any of the above-mentioned inventions, a room temperature curable resin material, which may be cured at an air temperature, may require time for curing, or may not be able to guarantee sufficient curing. As a target, reliable curing can be guaranteed in the short time.
第1図は本発明の好適な一実施例を示す平面断面図、第
2図は本発明の他の実施例を示す一部平面断面図、第3
図は本発明の更に他の実施例を示す平面断面図、第4図
は本発明の他の適用例を示す側断面図である。 1,7……コンクリート製構造材(コンクリート柱,床
版) 2……補強繊維材 3,5……加熱手段(布状体,パネルヒータ)1 is a plan sectional view showing a preferred embodiment of the present invention, FIG. 2 is a partial plan sectional view showing another embodiment of the present invention, and FIG.
FIG. 4 is a plan sectional view showing still another embodiment of the present invention, and FIG. 4 is a side sectional view showing another application example of the present invention. 1,7 …… Concrete structural materials (concrete columns, floor slabs) 2 …… Reinforcing fiber materials 3,5 …… Heating means (cloths, panel heaters)
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭63−14945(JP,A) 特開 昭62−55372(JP,A) 実開 昭63−128689(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP 63-14945 (JP, A) JP 62-55372 (JP, A) JP 63-128689 (JP, U)
Claims (3)
を、これに含浸させた常温硬化型樹脂材を介して貼付
し、次いで該補強繊維材が貼付された上記コンクリート
製構造材の表面に対向させて加熱手段を設け、該加熱手
段により上記補強繊維材に含浸されている上記常温硬化
型樹脂材を加熱するようにしたことを特徴とするコンク
リート製構造材の補強方法。A reinforcing fiber material is attached to the surface of a concrete structural material via a room temperature curable resin material impregnated therein, and then the surface of the concrete structural material to which the reinforcing fiber material is attached. A method for reinforcing a concrete structural material, characterized in that heating means are provided so as to face each other, and the room temperature curable resin material impregnated in the reinforcing fiber material is heated by the heating means.
を、これに含浸させた常温硬化型樹脂材を介して貼付
し、次いで該補強繊維材が貼付された上記コンクリート
製構造材の表面に対向させて、折り曲げ可能で該コンク
リート製構造材の外形輪郭に沿わせて柔軟な変形が可能
な布状体でなる加熱手段を設け、該加熱手段により上記
補強繊維材に含浸されている上記常温硬化型樹脂材を加
熱するようにしたことを特徴とするコンクリート製構造
材の補強方法。2. A reinforcing fiber material is attached to the surface of a concrete structural material via a room temperature curable resin material impregnated therein, and then to the surface of the concrete structural material to which the reinforcing fiber material is attached. The heating means is provided so as to be opposed to each other, and is made of a cloth-like body that can be bent and can be flexibly deformed along the outer contour of the concrete structural material, and the normal temperature impregnated into the reinforcing fiber material by the heating means. A method for reinforcing a concrete structural material, characterized in that a curable resin material is heated.
を、これに含浸させた常温硬化型樹脂材を介して貼付
し、次いで該補強繊維材が貼付された上記コンクリート
製構造材の表面に対向させて温度制御可能な板状パネル
ヒータを設け、該板状パネルヒータにより上記補強繊維
材に含浸されている上記常温硬化型樹脂材を加熱するよ
うにしたことを特徴とするコンクリート製構造材の補強
方法。3. A reinforcing fiber material is attached to the surface of a concrete structural material via a room temperature curable resin material impregnated therein, and then to the surface of the concrete structural material to which the reinforcing fiber material is attached. A concrete structural material, characterized in that plate-shaped panel heaters capable of temperature control are provided so as to face each other, and the room-temperature curable resin material impregnated in the reinforcing fiber material is heated by the plate-shaped panel heater. Reinforcement method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006275A JP2680707B2 (en) | 1990-01-17 | 1990-01-17 | Reinforcement method for concrete structural materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006275A JP2680707B2 (en) | 1990-01-17 | 1990-01-17 | Reinforcement method for concrete structural materials |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03212568A JPH03212568A (en) | 1991-09-18 |
| JP2680707B2 true JP2680707B2 (en) | 1997-11-19 |
Family
ID=11633859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2006275A Expired - Lifetime JP2680707B2 (en) | 1990-01-17 | 1990-01-17 | Reinforcement method for concrete structural materials |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2680707B2 (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5218810A (en) * | 1992-02-25 | 1993-06-15 | Hexcel Corporation | Fabric reinforced concrete columns |
| JPH05269726A (en) * | 1992-03-25 | 1993-10-19 | Mitsui Constr Co Ltd | Reinforcing material for structure of civil engineering structure |
| US5648137A (en) * | 1994-08-08 | 1997-07-15 | Blackmore; Richard | Advanced cured resin composite parts and method of forming such parts |
| US6146576A (en) * | 1994-08-08 | 2000-11-14 | Intralaminar Heat Cure, Inc. | Method of forming advanced cured resin composite parts |
| JP2901897B2 (en) * | 1995-04-05 | 1999-06-07 | ショーボンド建設株式会社 | Bonding method of FRP in repair and reinforcement of concrete structures |
| US5606997A (en) * | 1995-04-28 | 1997-03-04 | Advance Trenchless Rehabilitation Systems | Method for rehabilitating pipe line and resin impregnated lining having an integral heating element |
| US7052567B1 (en) | 1995-04-28 | 2006-05-30 | Verline Inc. | Inflatable heating device for in-situ repair of conduit and method for repairing conduit |
| JP3729294B2 (en) * | 1996-09-17 | 2005-12-21 | 電気化学工業株式会社 | Method for reinforcing concrete structure and concrete reinforced structure |
| JP3899447B2 (en) * | 1998-08-11 | 2007-03-28 | 神東塗料株式会社 | Reinforcement method |
| JP6126854B2 (en) * | 2013-02-05 | 2017-05-10 | 戸田建設株式会社 | Method and apparatus for managing concrete strength of concrete structures |
| JP6789092B2 (en) * | 2016-12-21 | 2020-11-25 | 積水化学工業株式会社 | Strut reinforcement method and heating system |
| JP6789093B2 (en) * | 2016-12-21 | 2020-11-25 | 積水化学工業株式会社 | Strut reinforcement method and heating system |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6255372A (en) * | 1985-09-02 | 1987-03-11 | 鹿島建設株式会社 | Method for warming ageing of concrete and mold frame used therein |
| JPH07111080B2 (en) * | 1986-07-03 | 1995-11-29 | 清水建設株式会社 | Reinforcement method for concrete columnar body with high strength fiber prepreg |
| JPS63128689U (en) * | 1987-02-17 | 1988-08-23 |
-
1990
- 1990-01-17 JP JP2006275A patent/JP2680707B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03212568A (en) | 1991-09-18 |
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