JP3974501B2 - Structure repair method and adhesive tape for repair - Google Patents

Structure repair method and adhesive tape for repair Download PDF

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Publication number
JP3974501B2
JP3974501B2 JP2002321236A JP2002321236A JP3974501B2 JP 3974501 B2 JP3974501 B2 JP 3974501B2 JP 2002321236 A JP2002321236 A JP 2002321236A JP 2002321236 A JP2002321236 A JP 2002321236A JP 3974501 B2 JP3974501 B2 JP 3974501B2
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Japan
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adhesive tape
resin
repair
pressure
adhesive
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JP2004156244A (en
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健治 金子
達雄 小山
道夫 手塚
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Nitto Denko Corp
Sho Bond Corp
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Nitto Denko Corp
Sho Bond Corp
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Description

【0001】
【発明の属する技術分野】
本発明は構造物補修方法と補修用粘着テープに関し、詳しくは、コンクリート等からなる構造物のひび割れ箇所などの被補修箇所を補修する構造物の補修方法とこれに用いる補修用粘着テープに関する。
【0002】
【従来の技術】
従来、コンクリートや石材系の構造物にひび割れ(クラック)等が発生した場合、その補修時には、ひび割れ箇所に接着材を注入したりパテ詰めしたりして補修する方法が一般に採用されている。接着材の注入は、例えば、特許文献1〜3に示すような接着材注入装置(以下、「樹脂注入部材」ということがある)が使用される。
【0003】
ひび割れを生じているコンクリート構造物に対して、上記樹脂注入部材を用いて補修する工程は、以下のようになっている。
【0004】
(1) ひび割れに沿ってコンクリート構造物の表面をサンダー等を用いて研磨する(下地表面処理)。
【0005】
(2) ひび割れに沿ってパテ状(後に硬化して固まる)のシール材を塗布する。
【0006】
(3) シール材の上から座台を介して樹脂注入部材を取り付ける。
【0007】
(4) 樹脂注入部材から樹脂をひび割れ箇所に注入する。
【0008】
(5) 注入した樹脂が硬化したら樹脂注入部材を取り外し、シール材を研磨してコンクリート表面を平滑にする。
【0009】
【特許文献1】
特公昭64−7189号公報
【特許文献2】
特公平2−59903号公報
【特許文献3】
特公平3−80954号公報
【発明が解決しようとする課題】
しかしながら、上記樹脂注入部材を用いて補修する方法は、例えば、パテ状のシール材が硬化するまで養生が必要になる等、各工程毎の作業に少なくない時間がかかり、より作業能率の高い方法が望まれていた。又、外観上の問題から硬化したシール材をサンダーがけのような手段により表面研磨などの後処理をする必要があり、この作業時に粉塵や騒音が発生し、その防止策を講ずる必要がある。しかも、シール材が不透明であることから、注入時に注入状況を視認できず、ひび割れ箇所に確実に充填できたかどうかの的確な判断は困難であった。
【0010】
そこで、本発明の目的は、上記従来技術の有する問題点に鑑みて、作業工程が短く、それでいてひび割れ箇所などの欠陥部(被補修箇所)に確実に樹脂を充填して補修可能な構造物補修方法と補修用粘着テープを提供することにある。
【0011】
【課題を解決するための手段】
上記目的は各請求項記載の発明により達成される。すなわち、本発明に係る構造物の補修方法の特徴構成は、構造物の被補修箇所の表面を覆うように粘着テープを貼着し、この粘着テープの所定箇所に形成されている孔を覆うように、座台とこれに接続する樹脂注入部材とを装着し、当該樹脂注入部材を介して樹脂を注入し、その後、粘着テープを剥がす構造物補修方法であって、前記粘着テープは、ガラス繊維クロスとプラスチックフィルムとの積層体を基材とし、当該基材の少なくとも片面に粘着剤層を有することを特徴とする
【0012】
この構成によれば、シール材としてパテ状のものを使用することなく、被補修箇所に粘着テープを貼着するだけの作業で済み、従って、シール材が硬化するまでの養生時間は不要となって作業時間が著しく短くなり、しかも注入した樹脂を硬化後にテープをはがした面は平滑になっており、事後の面倒な平滑処理などが実質的に不要となり、作業性に優れ作業効率の高い構造物補修方法となる。また、粘着テープの所定箇所に形成されている孔を覆うように、座台とこれに接続する樹脂注入部材とを装着することで、樹脂注入時のおさえ力(圧力)により樹脂注入時に粘着テープそのものが剥がれることがない。また、使用される粘着テープとしては、ガラス繊維クロスとプラスチックフィルムとの積層体を基材とし、当該基材の少なくとも片面に粘着剤層を有するように構成している。これによって、剥離除去時の作業がスムーズに実施できて、一層作業性に優れる。例えば、粘着テープ全体の強度が向上し、施工時、樹脂注入部材からエポキシ樹脂などを注入する時の圧力で粘着テープがコンクリートから剥離することを防止できたり、施工終了後、コンクリート表面から粘着テープを剥離除去する際の作業性に優れるものとなる。また、少なくとも片面に粘着剤層を備えていることにより、別途両面テープ等も用いる必要がなく作業工程が短く、それでいてひび割れ箇所などの欠陥部(被補修箇所)に確実に樹脂を充填することができる。その結果、作業工程が短く、それでいてひび割れ箇所などの欠陥部(被補修箇所)に確実に樹脂を充填して補修可能な構造物補修方法を提供することができる。
【0013】
前記粘着テープとして透明性を有するものを使用することが好ましい。
【0014】
この構成によれば、ひび割れ箇所のような被補修箇所に樹脂を注入する際、注入状況を外部から容易に視認できるので、ひび割れ箇所に確実に充填できたかどうかの一層的確な判断を可能にする。
【0017】
前記粘着剤層が、熱可塑性接着材であることが好ましい。
【0018】
この構成によれば、コンクリート表面など被補修対象物の表面に凹凸が多い場合に、加熱することで流動化した接着材が表面の凹凸に入り込み、粘着テープの被補修対象物に対する接着性が顕著に向上する。
【0021】
【発明の実施の形態】
本発明の実施の形態を、図面を参照して詳細に説明する。図1は、本実施形態に係る構造物のひび割れ箇所などの補修方法を説明する断面図である。
【0022】
まず、被補修箇所の一例であるひび割れ箇所Cが生じたコンクリート構造物1のひび割れ開口表面に沿って、ひび割れ開口表面を覆うように透明性の粘着テープ2を貼着する。この場合、粘着テープ2を貼着するコンクリート表面の汚れや塵芥などを、予めディスクサンダーやワイヤーブラシ等を用いて除去しておき、その後エアーを吹き付けるか、あるいはウエス等でコンクリート構造物の表面を拭き取るようにすることが好ましい。このように、本実施形態では従来技術で行っていたような、パテ状のシール材を使用しないので、ひび割れは透明性の粘着テープ2を透して外部から視認できるようになっており、施工時に樹脂の注入状況を的確に把握できると共に、問題が生じた場合に適切な対策を講じることができる。もっとも、粘着テープ2が透明性を有していることは必ずしも必要ではない。
【0023】
この粘着テープ2の所定箇所に樹脂注入用の孔を形成し、この孔を覆うようにして、座台3とこれに接続する筒部4とを備えた樹脂注入部材5を装着し、この樹脂注入部材5を介してエポキシ樹脂などの充填用樹脂をひび割れ箇所Cの奥深く十分に注入する。もっとも、粘着テープ2の所定箇所に形成する樹脂注入用の孔は、予め粘着テープ2の所定箇所(1又は2箇所以上連続)に形成しておいてもよい。樹脂注入部材5の構造は、所定量の樹脂をひび割れ箇所Cに注入できるものであれば、特に限定されるものではないが、座台3と筒部4とが確実に堅固に接続されるようになっていて、接続箇所から容易に樹脂が漏れないようにOリング等でシールされることが好ましい。更に、筒部4はゴム製など弾性部材からなる圧力緩衝チューブで構成されると共に、座台3との接続箇所近傍の筒部内に逆止弁が配置されて、注入した樹脂の逆流を防止し、所定量の樹脂を確実に注入できる構造とすることが好ましい。
【0024】
コンクリート構造物1に生じたひび割れ箇所Cが、複数箇所あるいは1箇所のひび割れが極めて長い場合には、各ひび割れ箇所あるいは数箇所に分けて(もしくは複数箇所同時に)樹脂を注入し、樹脂が硬化したことを確認した後、樹脂注入部材5を取り外すと共に、粘着テープ2を剥がし取る。その後、本実施形態では、特に表面の平滑処理をすることなく注入処理が終了するが、粘着テープ2が剥がし難いなどの場合には、へら等の工具を用いて剥がすようにする。このような後処理をする場合、従来技術のようなサンダーがけ等、騒音や粉塵を生じる作業は不要である。
【0025】
次に、本実施形態で使用する粘着テープ2について説明する。コンクリートや石材系の構造物に対する接着性と樹脂注入部材5に対する固定性能を発揮することができれば、その構成・組成などについては、特に制限はなく、従来の粘着テープを適宣選択して使用することができ、粘着剤層のみから構成される基材レス粘着テープ、基材を有する粘着テープのいずれも使用することができる。中でも、樹脂注入・硬化後、粘着テープをコンクリート構造物から剥離する際の剥離作業性を考慮すると、剥離時に粘着テープが切れ難い、基材を有する粘着テープを用いることが好ましい。基材を有する粘着テープとしては、基材の片面に粘着剤層を形成したもの、基材の両面に粘着剤層を形成したものの何れをも使用できる。
【0026】
基材の片面に粘着剤層を形成した粘着テープを使用する場合は、その粘着テープの粘着剤層を使用してひび割れ部位に粘着テープを貼着した後、粘着テープの上表面に樹脂注入部材を固定するが、この場合、樹脂注入部材の固定手段としては、両面粘着テープ、熱接着シート等を使用することができる。
【0027】
基材の両面に粘着剤層を形成した粘着テープを使用する場合は、一枚の粘着テープでコンクリート構造物への貼着と、樹脂注入部材(座台)の固定を行なうことができる。また、基材の両面に粘着剤層を形成した粘着テープを使用する場合でも、樹脂注入部材(座台)を固定するに当たり、更に他の接着手段(両面粘着テープ、熱接着シート等)を併用することも可能である。
【0028】
粘着テープの基材としては、ポリエチレンテレフタレートフィルム、ポリエチレンフィルム、ポリプロピレンフィルム、エチレン一ブロピレン共重合体フィルム、ポリ塩化ビニルフィルム、ナイロンフィルム、ポリスチレンフィルム、ポリアクリロニトリルフィルム、アセテートフィルム、ポリカーボネートフィルム、セロファンフィルム等の各種プラスチックフィルム、アルミニウム箔、ステンレス鋼箔、銅箔などの各種金属箔、綿、スフ、天然繊維、化学繊維、ガラス繊維からなる織物、不織布、紙などを使用できる。
【0029】
基材は、単層構造でも積層構造でも良い。基材の厚みも特に限定は無く、通常10μm以上、好ましくは20〜500μmである。
【0030】
中でも本発明において、基材としては、ガラス繊維クロス(ガラスクロス)が使用されていることが好ましい。基材にガラス繊維クロスが使用されていると、粘着テープ全体の強度が向上し、施工時、樹脂注入部材からエポキシ樹脂などを注入する時の圧力で粘着テープがコンクリートから剥離することを防止できたり、施工終了後、コンクリート表面から粘着テープを剥離除去する際の作業性に優れるので好ましい。この場合、基材は、ガラス繊維クロスのみでも良いし、ガラス繊維クロスとポリエチレンテレフタレートフィルム等のプラスチックフィルムとの積層体でも良い。
【0031】
粘着テープの粘着剤層を形成する粘着剤としては、各種ゴム系粘着剤、アクリル系粘着剤、シリコーン系粘着剤、ウレタン系粘着剤などを使用できる。更に、貼着時に加熱することにより粘着力(接着力)を生じさせる熱可塑性接着材を使用してもよく、この熱可塑性接着材を使用する場合は、貼着時に熱を付与させる必要はあるものの、コンクリート表面に凹凸が多い場合に、加熱することで流動化した接着材が表面の凹凸に入り込み、粘着テープのコンクリートに対する接着性が向上する点で好ましい。
【0032】
ゴム系粘着剤としては、例えば、天然ゴム、ポリイソプレンゴム(IR)、ブチルゴム(IIR)、ポリイソブチレンゴム、スチレン−インプレン一スチレンブロック共重合体およびその水素添加物、スチレン‐ブタジエン−スチレンブロック共重合体およびその水素添加物等のゴム成分に、軟化剤や粘着付与剤、架橋(加硫)剤、老化防止剤、充填剤などを配合することにより得られる。粘着付与剤としては、石油系樹脂、フェノール系樹脂、ロジン系樹脂、テルペン系樹脂などが使用できる。粘着付与剤の配合量は、特に限定はないが、ゴム100重量部当たり、30〜200重量部、好ましくは40〜170重量部である。
【0033】
架橋(加硫)剤としては、イソシアネート系架橋剤、チウラム系加硫剤、キノイド系加硫剤、キノンジオキシム加硫剤、マレイミド系加硫剤などを使用できる。架橋(加硫)剤の配合量は特に限定はないが、ゴム100重量部当たり、0.1〜20重量部、好ましくは0.1〜10重量部である。
【0034】
アクリル系粘着剤としては、各種(メタ)アクリル酸アルキルエステルを主成分とし、これに(メタ)アクリル酸などの共重合性モノマーを共重合させたアクリル系ポリマーを主成分とし、これに架橋剤、粘着付与剤などを配合することにより得られる。粘着剤層の厚みについては特に限定が無く、通常10μm以上、好ましくは100〜5000μmとされるが、コンクリートへの接着性の点からは200〜3000μmが好ましい。
【0035】
上記した粘着テープは透明性を有していることが好ましく、これにより樹脂注入部材から注入された樹脂のひび割れ部への注入状況を確認することが可能となり、施工時に問題が生じた場合に対策を講じることが可能となる。
【0036】
【実施例】
以下、実施例により本実施形態を更に詳細に説明するが、本発明はこれらに何ら限定されるものではない。
【0037】
(実施例1)
粘着テープとして、厚さ約125μmのポリエチレンテレフタレートフィルムの片面に厚さ約500μmの粘着剤層(クインタック3450(商品名):日本ゼオン(株)製 100部、マルカレッツH700F(商品名):丸善石油化学(株)製65部、クリヤロンM105(商品名):ヤスハラケミカル(株)製 50部、YSレジンTO‐L(商品名):ヤスハラケミカル(株)製 20部、イルガノックスB612(商品名):チバガイギー社製 2部)を有する粘着テープを使用した。この粘着テープは透明性を有している。
【0038】
上記粘着テープを用いて、以下の方法により施工した。まず、コンクリートのひび割れ部に沿って粘着テープを貼着した。接着性を高めるために、手による圧着後、さらにアイロン(アイロン表面温度約220℃)を使用して粘着テープをコンクリート面に十分に接着させた。粘着テープを貼着後、ポンチを使用して粘着テープに約φ8mmの孔を開けた。樹脂注入部材として「BLインジェクター(商品名):ショーボンド建設(株)製」を使用し、その座台を瞬間接着シート(FB−MG22D(商品名):日東シンコ一(株)製)を使用して、粘着テープの背面に接着固定(アイロンによる熱圧着)した。その後、座台にBLインジェクター本体(補修用注入液の入っているゴムチューブ)を取り付けて、ひび割れ箇所に樹脂を注入した。
【0039】
(実施例2)
粘着テープの基材を、ガラス繊維クロス(SSP−90(商品名)、ユニチカ(株)製、厚さ約0.20mm、引張強さ(縦340N/25mm以上、横600N/25mm以上)とした以外は、実施例1と同様にして施工を行なった。この粘着テープもガラス繊維クロス基材の網目を通して、反対側が透過できる透明性を有する。
【0040】
(実施例3)
粘着テープの基材を、厚さ約125μmのポリエチレンテレフタレートフイルム/ガラス繊維クロス(SSP−90(商品名)、ユニチカ(株)製、厚さ約0.20mm、引張強さ(縦340N/25mm以上、横600N/25mm以上)の積層体とし、ガラス繊維クロス側に、実施例1と同様の粘着剤を厚さ約300μmで形成して粘着テープとし、実施例1と同様にして施工を行った。
【0041】
上記各実施例1、2、3の施工方法において、樹脂注入時、コンクリートと粘着テープ界面からの液漏れはなく、しかも粘着テープが透明性を有していることから注入状況を目視で確認することができた。さらに、樹脂の硬化後は、粘着テープをコンクリートから剥がし取るだけでよく、コンクリート表面を研磨するなどの作業は必要がなく、作業後の外観上なんら問題は認められなかった。特に、基材にガラス繊維クロスを使用した実施例2、3の粘着テープは、剥離除去時の作業がスムーズに実施できて、作業性に優れていた。
【0042】
また、同一面積のひび割れ補修箇所を補修するに当たり、従来のパテ状シール材を使用する工法に比較して、本実施例の方法では約半分の施工時間で作業が完了した。
【0043】
〔別実施の形態〕
(1)上記実施形態ではコンクリートのひび割れ箇所に樹脂を注入する例を示したが、本発明の施工対象はこれに限らず、その他の石材構造物においても実施可能であり、又、被補修箇所はひび割れ箇所に限らず、凹みを有する各種被補修箇所に本発明を適用できる。
【図面の簡単な説明】
【図1】本発明の一実施形態に係る構造物のひび割れ補修方法を実施する説明図
【符号の説明】
2 粘着テープ
5 樹脂注入部材
C 被補修箇所
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure repair method and a repair adhesive tape, and more particularly to a structure repair method for repairing a repaired part such as a cracked part of a structure made of concrete or the like and a repair adhesive tape used therefor.
[0002]
[Prior art]
Conventionally, when cracks or the like occur in a concrete or stone-based structure, a method of repairing by injecting an adhesive or putting in a putty at the cracked part is generally employed at the time of repair. For the injection of the adhesive, for example, an adhesive injection device (hereinafter also referred to as “resin injection member”) as shown in Patent Documents 1 to 3 is used.
[0003]
The process of repairing a cracked concrete structure using the resin injection member is as follows.
[0004]
(1) Polish the surface of the concrete structure along the cracks with a sander (surface treatment).
[0005]
(2) Apply a putty-like sealant (which hardens after hardening) along the crack.
[0006]
(3) Attach the resin injection member from above the sealing material through the seat.
[0007]
(4) The resin is injected from the resin injection member into the cracked portion.
[0008]
(5) When the injected resin is cured, remove the resin injection member and polish the sealing material to smooth the concrete surface.
[0009]
[Patent Document 1]
Japanese Patent Publication No. 64-7189 [Patent Document 2]
Japanese Patent Publication No. 2-59903 [Patent Document 3]
Japanese Patent Publication No. 3-80954 [Problems to be solved by the invention]
However, the method of repairing using the resin injecting member is a method with higher work efficiency, such as, for example, curing is required until the putty-like sealing material is cured, and the work for each process takes a lot of time. Was desired. In addition, it is necessary to perform post-treatment such as surface polishing on the cured sealing material by means such as sanding due to appearance problems, and dust and noise are generated during this work, and measures to prevent it are necessary. Moreover, since the sealing material is opaque, the injection state cannot be visually confirmed at the time of injection, and it has been difficult to accurately determine whether or not the cracked portion has been reliably filled.
[0010]
Therefore, the object of the present invention is to repair a structure in which the work process is short in view of the above-mentioned problems of the prior art and can be repaired by reliably filling a defective part (repaired part) such as a cracked part with resin. It is to provide a method and an adhesive tape for repair.
[0011]
[Means for Solving the Problems]
The above object can be achieved by the inventions described in the claims. That is, the characteristic configuration of the repair method for a structure according to the present invention is such that an adhesive tape is attached so as to cover the surface of the repaired portion of the structure, and a hole formed in a predetermined portion of the adhesive tape is covered. Is a structure repairing method in which a seat and a resin injection member connected thereto are mounted, resin is injected through the resin injection member, and then the adhesive tape is peeled off. A laminate of a cloth and a plastic film is used as a base material, and an adhesive layer is provided on at least one side of the base material .
[0012]
According to this configuration, it is only necessary to apply the adhesive tape to the repaired portion without using a putty-like sealant, and therefore no curing time is required until the sealant is cured. The work time is remarkably shortened, and the surface where the tape is peeled off after curing the injected resin is smooth, so that no troublesome smoothing after the fact is necessary, and the workability is excellent and the work efficiency is high. It becomes a structure repair method. In addition, by attaching a seat and a resin injection member connected to the seat so as to cover the hole formed at a predetermined location of the adhesive tape , the adhesive tape is applied at the time of resin injection by the restraining force (pressure) at the time of resin injection It does not come off. Moreover, as an adhesive tape used, it is comprised so that the laminated body of a glass fiber cloth and a plastic film may be used as a base material, and an adhesive layer may be provided on at least one side of the base material. Thereby, the work at the time of peeling and removal can be carried out smoothly, and the workability is further improved. For example, the strength of the adhesive tape as a whole is improved, and the adhesive tape can be prevented from peeling off from the concrete due to the pressure when injecting epoxy resin from the resin injection member during construction. It is excellent in workability at the time of peeling and removing. In addition, by providing an adhesive layer on at least one side, there is no need to use a separate double-sided tape, etc., and the work process is short, and it is possible to reliably fill a defective part (repaired part) such as a cracked part with resin. it can. As a result, it is possible to provide a method for repairing a structure that has a short work process and can be repaired by reliably filling a resin in a defective part (repaired part) such as a cracked part.
[0013]
It is preferable to use the adhesive tape having transparency.
[0014]
According to this configuration, when the resin is injected into the repaired part such as a cracked part, the injection state can be easily visually recognized from the outside, so that it is possible to more accurately determine whether or not the cracked part has been reliably filled. .
[0017]
The pressure-sensitive adhesive layer is preferably a thermoplastic adhesive.
[0018]
According to this configuration, when the surface of the object to be repaired such as a concrete surface has many unevenness, the adhesive fluidized by heating enters the surface unevenness, and the adhesive property of the adhesive tape to the object to be repaired is remarkable. To improve.
[0021]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a cross-sectional view for explaining a repair method for a cracked portion or the like of a structure according to this embodiment.
[0022]
First, the transparent adhesive tape 2 is affixed so that the crack opening surface may be covered along the crack opening surface of the concrete structure 1 in which the crack location C which is an example of a repaired part produced. In this case, dirt or dust on the concrete surface to which the adhesive tape 2 is attached is removed in advance using a disk sander or wire brush, and then the surface of the concrete structure is blown with air or with a waste cloth. It is preferable to wipe off. Thus, since this embodiment does not use a putty-like sealing material as was done in the prior art, cracks can be seen from the outside through the transparent adhesive tape 2 and Sometimes it is possible to accurately grasp the state of resin injection and to take appropriate measures when problems occur. But it is not necessarily required that the adhesive tape 2 has transparency.
[0023]
A hole for resin injection is formed at a predetermined location of the adhesive tape 2, and a resin injection member 5 including a seat 3 and a cylindrical portion 4 connected to the hole is mounted so as to cover the hole. A filling resin such as an epoxy resin is sufficiently injected deep into the cracked portion C through the injection member 5. But the hole for resin injection | pouring formed in the predetermined location of the adhesive tape 2 may be previously formed in the predetermined location (one or two or more continuous) of the adhesive tape 2. FIG. The structure of the resin injection member 5 is not particularly limited as long as a predetermined amount of resin can be injected into the cracked portion C, but the seat 3 and the cylindrical portion 4 are securely connected to each other. It is preferable that the resin is sealed with an O-ring or the like so that the resin does not easily leak from the connection portion. Further, the cylindrical portion 4 is constituted by a pressure buffer tube made of an elastic member such as rubber, and a check valve is disposed in the cylindrical portion near the connection portion with the seat 3 to prevent backflow of the injected resin. It is preferable to have a structure capable of reliably injecting a predetermined amount of resin.
[0024]
When the cracked portion C generated in the concrete structure 1 is a plurality of locations or when one location is extremely long, the resin is injected into each crack location or in several locations (or simultaneously at a plurality of locations), and the resin is cured. After confirming this, the resin injection member 5 is removed and the adhesive tape 2 is peeled off. Thereafter, in this embodiment, the injection process is completed without particularly performing the surface smoothing process. However, when the adhesive tape 2 is difficult to peel off, it is peeled off using a tool such as a spatula. When such post-processing is performed, work that generates noise and dust, such as sanding as in the prior art, is unnecessary.
[0025]
Next, the adhesive tape 2 used in this embodiment will be described. If the adhesiveness to the concrete or stone structure and the fixing performance to the resin injection member 5 can be exhibited, there is no particular limitation on the configuration and composition, and the conventional adhesive tape is appropriately selected and used. Either a base material-less pressure-sensitive adhesive tape composed only of a pressure-sensitive adhesive layer or a pressure-sensitive adhesive tape having a base material can be used. Among these, it is preferable to use a pressure-sensitive adhesive tape having a base material, which is difficult to cut at the time of peeling, in view of peeling workability when peeling the pressure-sensitive adhesive tape from the concrete structure after resin injection / curing. As the pressure-sensitive adhesive tape having a base material, either one having a pressure-sensitive adhesive layer formed on one side of the base material or one having a pressure-sensitive adhesive layer formed on both sides of the base material can be used.
[0026]
When using an adhesive tape with an adhesive layer formed on one side of the substrate, stick the adhesive tape to the cracked part using the adhesive layer of the adhesive tape, and then add the resin injection member to the upper surface of the adhesive tape. In this case, a double-sided pressure-sensitive adhesive tape, a thermal adhesive sheet, or the like can be used as a fixing means for the resin injection member.
[0027]
When using the adhesive tape which formed the adhesive layer on both surfaces of the base material, it can stick to a concrete structure and the resin injection member (base) can be fixed with one adhesive tape. In addition, even when using an adhesive tape with adhesive layers on both sides of the substrate, other adhesive means (double-sided adhesive tape, thermal adhesive sheet, etc.) are used together to fix the resin injection member (base). It is also possible to do.
[0028]
As base materials for adhesive tapes, polyethylene terephthalate film, polyethylene film, polypropylene film, ethylene monopropylene copolymer film, polyvinyl chloride film, nylon film, polystyrene film, polyacrylonitrile film, acetate film, polycarbonate film, cellophane film, etc. Various metal films such as various plastic films, aluminum foil, stainless steel foil, copper foil, cotton, suf, natural fiber, chemical fiber, woven fabric made of glass fiber, non-woven fabric, paper and the like can be used.
[0029]
The substrate may be a single layer structure or a laminated structure. The thickness of the substrate is not particularly limited, and is usually 10 μm or more, preferably 20 to 500 μm.
[0030]
Among these, in the present invention, glass fiber cloth (glass cloth) is preferably used as the substrate. When glass fiber cloth is used for the base material, the strength of the adhesive tape as a whole is improved, and it is possible to prevent the adhesive tape from peeling off from the concrete due to the pressure when injecting epoxy resin from the resin injection member during construction. Or after the construction is completed, it is preferable because it is excellent in workability when peeling and removing the adhesive tape from the concrete surface. In this case, the substrate may be a glass fiber cloth alone or a laminate of glass fiber cloth and a plastic film such as a polyethylene terephthalate film.
[0031]
As the adhesive forming the adhesive layer of the adhesive tape, various rubber adhesives, acrylic adhesives, silicone adhesives, urethane adhesives, and the like can be used. Furthermore, you may use the thermoplastic adhesive which produces an adhesive force (adhesive force) by heating at the time of sticking, and when using this thermoplastic adhesive, it is necessary to give heat at the time of sticking. However, when there are many irregularities on the concrete surface, it is preferable in that the adhesive material fluidized by heating enters the irregularities on the surface and the adhesiveness of the adhesive tape to the concrete is improved.
[0032]
Examples of the rubber-based pressure-sensitive adhesive include natural rubber, polyisoprene rubber (IR), butyl rubber (IIR), polyisobutylene rubber, styrene-imprene-styrene block copolymer and hydrogenated product thereof, and styrene-butadiene-styrene block copolymer. It can be obtained by blending a rubber component such as a polymer and its hydrogenated product with a softener, a tackifier, a crosslinking (vulcanizing) agent, an anti-aging agent, a filler and the like. As the tackifier, petroleum resin, phenol resin, rosin resin, terpene resin and the like can be used. Although the compounding quantity of a tackifier is not specifically limited, It is 30-200 weight part per 100 weight part of rubber | gum, Preferably it is 40-170 weight part.
[0033]
As the crosslinking (vulcanizing) agent, an isocyanate crosslinking agent, a thiuram vulcanizing agent, a quinoid vulcanizing agent, a quinonedioxime vulcanizing agent, a maleimide vulcanizing agent, or the like can be used. The amount of the crosslinking (vulcanizing) agent is not particularly limited, but is 0.1 to 20 parts by weight, preferably 0.1 to 10 parts by weight per 100 parts by weight of rubber.
[0034]
The acrylic adhesive is mainly composed of various (meth) acrylic acid alkyl esters and an acrylic polymer obtained by copolymerizing a copolymerizable monomer such as (meth) acrylic acid. It can be obtained by blending a tackifier or the like. The thickness of the pressure-sensitive adhesive layer is not particularly limited, and is usually 10 μm or more, preferably 100 to 5000 μm, but 200 to 3000 μm is preferable from the viewpoint of adhesion to concrete.
[0035]
It is preferable that the above-mentioned adhesive tape has transparency, so that it is possible to check the injection state of the resin injected from the resin injection member into the cracked part, and measures are taken when problems occur during construction. Can be taken.
[0036]
【Example】
Hereinafter, although an Example demonstrates this embodiment further in detail, this invention is not limited to these at all.
[0037]
Example 1
As an adhesive tape, a polyethylene terephthalate film with a thickness of about 125 μm is coated with an adhesive layer with a thickness of about 500 μm (Quintac 3450 (trade name): Nippon Zeon Co., Ltd. 100 parts, Marukaretsu H700F (trade name): Maruzen Petroleum Chemical Co., Ltd. 65 parts, Clearon M105 (trade name): Yasuhara Chemical Co., Ltd. 50 parts, YS Resin TO-L (trade name): Yashara Chemical Co., Ltd. 20 parts, Irganox B612 (trade name): Ciba Geigy A pressure-sensitive adhesive tape having 2 parts) was used. This adhesive tape has transparency.
[0038]
Construction was carried out by the following method using the above adhesive tape. First, the adhesive tape was stuck along the crack part of concrete. In order to enhance the adhesiveness, the pressure-sensitive adhesive tape was sufficiently adhered to the concrete surface using an iron (iron surface temperature of about 220 ° C.) after the pressure bonding by hand. After sticking the adhesive tape, a hole of about φ8 mm was made in the adhesive tape using a punch. “BL injector (trade name): manufactured by Showbond Construction Co., Ltd.” is used as the resin injection member, and the instant adhesive sheet (FB-MG22D (trade name): manufactured by Nitto Shinko Co., Ltd.) is used as the seat. Then, it was adhesively fixed to the back surface of the adhesive tape (thermocompression using an iron). Then, the BL injector main body (rubber tube containing the repair injection solution) was attached to the pedestal, and the resin was injected into the cracked portion.
[0039]
(Example 2)
The base material of the adhesive tape was a glass fiber cloth (SSP-90 (trade name), manufactured by Unitika Ltd., thickness of about 0.20 mm, tensile strength (longitudinal 340 N / 25 mm or more, lateral 600 N / 25 mm or more)). Except for the above, the construction was performed in the same manner as in Example 1. This adhesive tape also has transparency that allows the opposite side to pass through the mesh of the glass fiber cloth substrate.
[0040]
(Example 3)
The base material of the adhesive tape is a polyethylene terephthalate film / glass fiber cloth having a thickness of about 125 μm (SSP-90 (trade name), manufactured by Unitika Ltd., thickness of about 0.20 mm, tensile strength (length: 340 N / 25 mm or more) , 600 N / 25 mm or more in width), and the same pressure-sensitive adhesive as in Example 1 was formed on the glass fiber cloth side with a thickness of about 300 μm to form a pressure-sensitive adhesive tape. .
[0041]
In the construction methods of the above Examples 1, 2, and 3, when the resin is injected, there is no liquid leakage from the interface between the concrete and the adhesive tape, and since the adhesive tape has transparency, the injection state is confirmed visually. I was able to. Furthermore, after the resin is cured, it is only necessary to peel the adhesive tape from the concrete, and there is no need for an operation such as polishing the concrete surface, and no problem was observed in the appearance after the operation. In particular, the pressure-sensitive adhesive tapes of Examples 2 and 3 using glass fiber cloth as the base material were able to smoothly perform the work during peeling and removal, and were excellent in workability.
[0042]
Moreover, in repairing the crack repairing part of the same area, the work of the present example was completed in about half the construction time as compared with the conventional method using the putty-like sealing material.
[0043]
[Another embodiment]
(1) Although the example which inject | pours resin to the crack location of concrete was shown in the said embodiment, the construction object of this invention is not restricted to this, It can implement also in another stone structure, and a repair location The present invention can be applied not only to cracked parts but also to various repaired parts having dents.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram for carrying out a crack repair method for a structure according to an embodiment of the present invention.
2 Adhesive tape 5 Resin injection member C Repair location

Claims (2)

構造物の被補修箇所の表面を覆うように粘着テープを貼着し、この粘着テープの所定箇所に形成されている孔を覆うように、座台とこれに接続する樹脂注入部材とを装着し、当該樹脂注入部材を介して樹脂を注入し、その後、粘着テープを剥がす構造物補修方法であって、
前記粘着テープは、ガラス繊維クロスとプラスチックフィルムとの積層体を基材とし、当該基材の少なくとも片面に粘着剤層を有することを特徴とする構造物補修方法
Adhesive tape is attached so as to cover the surface of the repaired part of the structure, and a seat and a resin injection member connected thereto are attached so as to cover the hole formed in the predetermined part of the adhesive tape. , A structure repair method in which a resin is injected through the resin injection member, and then the adhesive tape is peeled off ,
The pressure-sensitive adhesive tape comprises a laminate of glass fiber cloth and a plastic film as a base material, and has a pressure-sensitive adhesive layer on at least one side of the base material .
請求項1に記載の構造物補修方法に用いる補修用粘着テープ A pressure-sensitive adhesive tape for repair used in the structure repair method according to claim 1 .
JP2002321236A 2002-11-05 2002-11-05 Structure repair method and adhesive tape for repair Expired - Lifetime JP3974501B2 (en)

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KR100860224B1 (en) * 2006-12-26 2008-09-24 유규학 Apparatus for injecting crack-mending material of concrete structure, and its using method
JP2009019441A (en) * 2007-07-13 2009-01-29 Nippon Adox Kk Method for repairing concrete
JP5468888B2 (en) * 2009-12-04 2014-04-09 株式会社ピーエス三菱 Anode material installation method
JP5553649B2 (en) * 2010-03-10 2014-07-16 住友大阪セメント株式会社 Method of burying buried objects in concrete structures
JP6555717B2 (en) * 2015-09-29 2019-08-07 ニチバン株式会社 Adhesive tape or sheet for covering sealing
JP7029967B2 (en) * 2018-01-24 2022-03-04 ニチバン株式会社 Concrete surface repair method by low pressure injection repair method
JP6981898B2 (en) * 2018-03-07 2021-12-17 マクセル株式会社 How to use the concrete deterioration suppression adhesive tape and the concrete deterioration suppression adhesive tape used for it
JP2019157624A (en) * 2019-05-15 2019-09-19 洋之輔 伊藤 Crack of architectural structure repair method

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