JP3953198B2 - Reinforcing structure and reinforcing method of building - Google Patents

Reinforcing structure and reinforcing method of building Download PDF

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Publication number
JP3953198B2
JP3953198B2 JP20313498A JP20313498A JP3953198B2 JP 3953198 B2 JP3953198 B2 JP 3953198B2 JP 20313498 A JP20313498 A JP 20313498A JP 20313498 A JP20313498 A JP 20313498A JP 3953198 B2 JP3953198 B2 JP 3953198B2
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Japan
Prior art keywords
frame
building
mold
reinforcing
adhesive
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JP20313498A
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Japanese (ja)
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JP2000034840A (en
Inventor
博康 北上
智 安沢
隆 鳥越
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Denka Co Ltd
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Denki Kagaku Kogyo KK
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Description

【0001】
【発明の属する技術分野】
本発明は、例えば建築物の耐震補強工事で耐震補強する既存建築物の補強構造に関するものである。
【0002】
【従来の技術】
建築物の耐震補強工事の補強方法として、既存建築物の柱や梁に囲まれたフレーム内に枠体を型枠を介して配置する方法がある。この方法としては例えば、鋼製型枠と枠体を固定し、次いでこれを建築物の柱や梁に囲まれたフレーム内に配置し、フレーム、型枠、及び枠体の隙間に硬化性充填材を充填する方法が挙げられる。この際、型枠としては鋼製型枠が通常使用されている。
鋼製型枠と枠体を固定する方法としては、従来は点付け溶接等の溶接により固定する方法が用いられていた。
【0003】
【発明が解決しようとする課題】
しかしながら、溶接する場合には、現場に溶接機を持ち込まなければならず、熟練した溶接工の確保が必要であり、作業性が困難であるという課題があった。そこで、簡単で誰にでも出来る建築物の補強方法が求められるようになった。
【0004】
本発明者は、かかる事情に鑑みてなされたものであり、接着剤により型枠と枠体を固定すれば、特に専門的な技術を持たなくても容易に建築物を補強できることを見いだした。
【0005】
【課題を解決するための手段】
即ち、本発明は、建築物の柱や梁に囲まれたフレームの内側に枠体を型枠を介して配置してなり、フレーム、型枠、及び枠体の隙間に硬化性充填材を注入してなり、型枠と枠体が接着剤で固定してなることを特徴とする建築物の補強構造であり、接着剤がアクリル系接着剤である該建築物の補強構造であり、枠体がブレースを取り付けてなる該建築物の補強構造であり、硬化性充填材が無収縮モルタルである該建築物の補強構造である。そして、枠体に型枠をアクリル系接着剤で固定し、建築物の柱や梁に囲まれたフレーム内に配置し、フレーム、型枠、及び枠体の隙間に硬化性充填材を注入してなることを特徴とする建築物の補強方法である。
【0006】
【発明の実施の形態】
以下、本発明を説明する。
【0007】
図1は建築物の柱や梁に囲まれたフレームの内側に枠体を型枠を介して配置したものである。フレームとしては、耐震補強の点で、柱と梁に囲まれたフレームに枠体を配置することが好ましい。
又、柱や梁以外にも、壁、天井及び床にに囲まれたフレームの内側に枠体を配置してもよい。
【0008】
まず、枠体1と型枠2を接着剤(図1に図示せず)により接着し、固定する。図1では型枠2が枠体1の外側に設置しているが、型枠2を枠体1の内側に設置してもよい。
【0009】
枠体1としては、建築物の柱と梁に沿うように組まれたもの、例えば矩形にもの等を使用する。枠体1としては、耐震補強効果が大きい点で、ブレースを取り付けたブレース付き枠体が好ましい。ブレースとは、枠体の構造を保持し、かつ、耐震構造を配慮するために用いる斜め材をいい、枠体1本体の内側に取り付けているものである。ブレースとしては、Y型やK型等のものがある。
ブレースや枠体の材料としては、丈夫な点で、鉄骨枠を使用することが好ましい。枠体としては、後述する硬化性充填材を充填しやすい点で、H型鋼が好ましい。型枠は板状のものでよく、型枠の材料としては、丈夫な点で、鋼製型枠を使用することが好ましい。鋼製型枠は通常厚さ2〜4cmのものを使用する。
アクリル系接着剤の接着性向上の点で、鋼製型枠及び鉄骨枠ともに、のりしろ部分の錆止め剤等の塗装膜、錆、又は黒皮等をサンダー処理等により予め除去することが好ましい。
【0010】
固定方法としては、枠体1と型枠2の一方又は両方の接着面に接着剤を塗布し、接着する方法を用いる。
【0011】
接着剤としては、アクリル系接着剤、エポキシ系接着剤及びウレタン系接着剤等が挙げられるが、特に金属との接着強度に優れ、短時間で施工でき、例えば−10℃〜40℃の室温や低温で速く硬化し、粘度を5,000cps以下と低く調整でき、低温になっても急激に増粘する事がないために隙間へ十分に充填できる点で、アクリル系接着剤が好ましい。又、アクリル系接着剤は、簡単な塗布機や混合機を用いることが可能であり、現場での作業を容易に行うことができる。
【0012】
アクリル系接着剤とは、アクリル系単量体を含有する接着剤をいう。
【0013】
アクリル系単量体としては、(メタ)アクリル酸、メチル(メタ)アクリレート、エチル(メタ)アクリレート、ブチル(メタ)アクリレート、2−エチルヘキシル(メタ)アクリレート、2−ヒドロキシエチル(メタ)アクリレート、2−ヒドロキシプロピル(メタ)アクリレート、ジシクロペンテニルオキシアルキル(メタ)アクリレート、ポリエチレングリコール(メタ)アクリレート、ポリプロピレングリコール(メタ)アクリレート、ジメチルアミノエチル(メタ)アクリレート、ポリエチレングリコールジ(メタ)アクリレート、1,4−ブタンジオール(メタ)アクリレート、エポキシ(メタ)アクリレート及びトリメチロールプロパントリ(メタ)アクリレート及び末端(メタ)アクリル変性液状ポリブタジエン等が挙げられる。これらを単独又は2種以上併用して使用することができる。
【0014】
アクリル系接着剤は、アクリル系単量体と他のラジカル重合性単量体を併用することができるが、ここで用いられる他の単量体には特に制限はなく、スチレン、アクリロニトリル、酢酸ビニル、アクリルアミド等の単官能単量体、ジビニルベンゼン、トリアリルシアヌレート及びトリアリルイソシアヌレート等の多官能単量体を単独又は2種以上併用して使用することが可能である。
【0015】
本発明で使用するアクリル系接着剤は、実質的に重合開始剤と分解促進剤の混合により硬化を進めるアクリル系接着剤であることが好ましい。周知の通り、アクリル系接着剤の硬化は、特に硬化剤を添加しなくとも、熱重合により進行するが、土木建築工事現場でアクリル系接着剤を硬化させる際には、化学工場と異なり、安定した熱源の確保とその管理が困難であり、より簡便な方法で硬化反応を進行させる必要がある。そのためには、重合開始剤と分解促進剤の混合により常温で硬化を進めることが好ましい。
【0016】
重合開始剤としては、ラジカル重合開始剤として使用される過酸化物あるいはアゾ化合物が好適に用いられるが、過酸化物あるいはアゾ化合物の種類には特に制限はなく、例えば過酸化物としては、クメンハイドロパーオキサイド、メチルエチルケトンパーオキシド及び過酸化ベンゾイル等の有機過酸化物、並びに過硫酸カリウム及び過硫酸アンモニウム等の無機過酸化物があり、アゾ化合物としてはアゾビスイソブチロニトリル等がある。これらの中では、硬化性の点で有機過酸化物が好ましい。
【0017】
分解促進剤は重合開始剤の分解を促進する化合物であり、具体例としては、ジエチルチオ尿素等のチオ尿素誘導体、N,N−ジエチル−p−トルイジン等のアミン類、ナフテン酸コバルト、オクチル酸コバルト等の有機酸金属塩、並びに銅アセチルアセトネート等の有機金属キレート化合物等があり、これらは単独又は2種以上併用して使用することが可能である。これらの中では、硬化性の点で有機酸金属塩や有機金属キレート化合物が好ましい。
【0018】
アクリル系接着剤の中では、粘度を低く調整でき、短時間で注入が完了できる点で、2液常温硬化型アクリル系接着剤が好ましい。2液常温硬化型アクリル系接着剤とは、アクリル系接着剤をA剤とB剤の2液に分け、A剤に重合開始剤、B剤に硬化促進剤を含有するものをいう。2液常温硬化型アクリル系接着剤は、A剤とB剤との混合比の調整が厳密でなくても良く、更に簡易な混合でも接着性が大きいため、簡単な塗布機や混合機で容易に作業できる。
【0019】
接着剤は、のりしろが3cm以上あれば、固定後約1時間以内で硬化性充填材を充填でき、又、硬化性充填材を充填しても硬化性充填材が接着面から漏れることはない。
【0020】
次いで、型枠2を固定した枠体1を、建築物の柱と梁に囲まれたフレーム3の内側に運び込んで配置する。接着剤が硬化する迄は枠体1とフレーム3を仮固定する必要がある。仮固定の方法はに限定しないが、シャコ万力、Lクランプ,磁石、及びボルト等の治具を使用する方法がある。
【0021】
接着剤の硬化後に、フレーム3、鋼製型枠2、及び枠体1の隙間に硬化性充填材4を充填する。
枠体1がH型鋼の場合には、フレーム3表面と、枠体1のウェブとその両側のフランジと、型枠2とによって囲まれた隙間に硬化性充填材4を充填する。
【0022】
硬化性充填材としては特に制限はないが、充填性や接着性が大きい点で、超速硬性無収縮モルタルが好ましい。超速硬性無収縮モルタルは、速硬材と膨張材を含有するものが好ましい。速硬材としては、カルシウムアルミネート類とセッコウ類を含有し、水和反応でエトリンガイトを生成するものが挙げられる。膨張材としては、遊離石灰を含み、3CaO・Al2 3 ・Ca2 SO4 と示される鉱物組成を有するカルシウムサルホアルミネートからなり、水和反応でエトリンガイトを生成するもの、又は生石灰系水和反応によりCa(OH)2 を生成するものがある。
【0023】
隙間に硬化性充填材を充填する前に、フレーム3と型枠2との接触部分をシール材5によりシールし、硬化性充填材が漏れないようにすることが好ましい。シール材としては、硬化性充填材が好ましい。
【0024】
隙間に硬化性充填材を充填するために、型枠に注入用と空気抜き用の穴を設けることが好ましい。
【0025】
さらに、硬化性充填材の膨張により型枠がはらまないようにし、型枠をフレームに、より強固に固定するために、アンカーをフレームに打ち込んでもよい。
【0026】
【実施例】
実施例1
K型ブレースを取り付けた縦2.5m、横5.5mの鉄骨枠体1(鉄骨枠付きK型ブレース、枠体はH型鋼を使用)にのりしろ50mm分を設けるために錆止め等の塗装を除去する。次いでのりしろ部分に市販品のアクリル系接着剤を塗布し、厚さ2.3mm、幅230mm、所定の長さの鋼製型枠2を鉄骨枠体1に接着した。
その後、ピッチ30cmで設けたシャコ万力により鋼製型枠2を固定した鉄骨枠体1をコンクリート建築物の柱と梁に囲まれたフレーム3に仮固定した。約1時間後にフレーム3と型枠2との接触部分をシール材5によりシールし、市販の硬化性充填材4として市販品の超速硬性無収縮モルタルをモルタル圧送用ポンプにより2kg/cm2 の圧で、フレーム3、鋼製型枠2、及び枠体1の隙間に注入した。フレーム3、鋼製型枠2、及び枠体1の隙間から硬化性充填材4が漏れることはなく、作業も容易で、問題なくフレーム3を補強できた。
【0027】
【発明の効果】
本発明の補強構造により、接着強度に優れ、短時間で施工出来、例えば−10℃〜40℃の室温や低温で硬化でき、簡単に作業できるという効果があり、その産業的利用性は極めて大きい。
【図面の簡単な説明】
【図1】本発明の建築物の補強構造の一実施態様を示す説明図である。
【符号の説明】
1 枠体
2 型枠
3 フレーム
4 硬化性充填材
5 シール材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a reinforcing structure of an existing building that is seismically reinforced by, for example, a seismic reinforcing work for a building.
[0002]
[Prior art]
As a method for reinforcing seismic reinforcement of buildings, there is a method of arranging a frame body through a form frame in a frame surrounded by columns and beams of an existing building. As this method, for example, a steel mold and a frame are fixed, and then placed in a frame surrounded by pillars and beams of a building, and a space between the frame, the mold and the frame is filled with a curable material. A method of filling the material can be mentioned. At this time, a steel mold is usually used as the mold.
As a method for fixing the steel mold and the frame, conventionally, a method of fixing by welding such as spot welding has been used.
[0003]
[Problems to be solved by the invention]
However, when welding, it is necessary to bring a welding machine to the site, and it is necessary to secure a skilled welder, and there is a problem that workability is difficult. Therefore, there has been a demand for a method for reinforcing buildings that can be easily done by anyone.
[0004]
The inventor of the present invention has been made in view of such circumstances, and has found that if a formwork and a frame are fixed with an adhesive, a building can be easily reinforced without special technical skills.
[0005]
[Means for Solving the Problems]
That is, in the present invention, a frame is arranged inside a frame surrounded by pillars and beams of a building via a mold, and a curable filler is injected into the gap between the frame, the mold, and the frame. A structure reinforcement structure for a building, wherein the formwork and the frame body are fixed with an adhesive, and the structure is a reinforcement structure for a building in which the adhesive is an acrylic adhesive. Is a reinforcing structure of the building to which braces are attached, and the reinforcing structure of the building in which the curable filler is a non-shrink mortar. Then, fix the formwork to the frame with acrylic adhesive , place it in the frame surrounded by the pillars and beams of the building, and inject the curable filler into the gap between the frame, the formwork, and the frame. This is a method for reinforcing a building, characterized by
[0006]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described below.
[0007]
FIG. 1 shows a frame placed inside a frame surrounded by pillars and beams of a building via a formwork. As the frame, it is preferable to arrange a frame body on a frame surrounded by columns and beams in terms of seismic reinforcement.
In addition to columns and beams, a frame body may be arranged inside a frame surrounded by walls, a ceiling, and a floor.
[0008]
First, the frame 1 and the mold 2 are bonded and fixed with an adhesive (not shown in FIG. 1). In FIG. 1, the mold frame 2 is installed outside the frame body 1, but the mold frame 2 may be installed inside the frame body 1.
[0009]
As the frame 1, one assembled along the pillars and beams of a building, for example, a rectangular one or the like is used. The frame body 1 is preferably a frame body with braces to which a brace is attached in terms of a large seismic reinforcement effect. The brace is an oblique material used for maintaining the structure of the frame body and considering the earthquake-resistant structure, and is attached to the inside of the frame body 1 main body. Examples of braces include Y-type and K-type.
As a material for the braces and the frame, it is preferable to use a steel frame in terms of strength. As the frame, H-shaped steel is preferable in that it can be easily filled with a curable filler described later. The formwork may be a plate-like material, and it is preferable to use a steel formwork as a material of the formwork because of its robustness. A steel mold having a thickness of 2 to 4 cm is usually used.
From the viewpoint of improving the adhesiveness of the acrylic adhesive, it is preferable to remove in advance a coating film such as a rust preventive agent, rust, or black skin, etc. in the marginal portion of the steel mold frame and the steel frame by sanding or the like.
[0010]
As a fixing method, a method of applying an adhesive to one or both of the bonding surfaces of the frame 1 and the mold 2 and bonding them is used.
[0011]
Examples of the adhesive include acrylic adhesives, epoxy adhesives, urethane adhesives, and the like, but particularly excellent in adhesive strength with metals and can be applied in a short time, for example, at a room temperature of −10 ° C. to 40 ° C. Acrylic adhesives are preferred in that they can be cured quickly at low temperatures, the viscosity can be adjusted as low as 5,000 cps or less, and they can be sufficiently filled into the gaps since they do not rapidly thicken even at low temperatures. In addition, the acrylic adhesive can use a simple applicator or mixer, and can easily perform on-site work.
[0012]
An acrylic adhesive refers to an adhesive containing an acrylic monomer.
[0013]
As acrylic monomers, (meth) acrylic acid, methyl (meth) acrylate, ethyl (meth) acrylate, butyl (meth) acrylate, 2-ethylhexyl (meth) acrylate, 2-hydroxyethyl (meth) acrylate, 2 -Hydroxypropyl (meth) acrylate, dicyclopentenyloxyalkyl (meth) acrylate, polyethylene glycol (meth) acrylate, polypropylene glycol (meth) acrylate, dimethylaminoethyl (meth) acrylate, polyethylene glycol di (meth) acrylate, 1, Examples include 4-butanediol (meth) acrylate, epoxy (meth) acrylate, trimethylolpropane tri (meth) acrylate, and terminal (meth) acryl-modified liquid polybutadiene. That. These can be used alone or in combination of two or more.
[0014]
Acrylic adhesives can be used in combination with acrylic monomers and other radical polymerizable monomers, but there are no particular restrictions on the other monomers used here, styrene, acrylonitrile, vinyl acetate Monofunctional monomers such as acrylamide and polyfunctional monomers such as divinylbenzene, triallyl cyanurate and triallyl isocyanurate can be used alone or in combination of two or more.
[0015]
The acrylic adhesive used in the present invention is preferably an acrylic adhesive that promotes curing by substantially mixing a polymerization initiator and a decomposition accelerator. As is well-known, curing of acrylic adhesive proceeds by thermal polymerization without adding a curing agent, but when curing acrylic adhesive at civil engineering construction sites, it is stable unlike chemical factories. It is difficult to secure and manage the heat source, and it is necessary to advance the curing reaction by a simpler method. For this purpose, it is preferable to proceed the curing at room temperature by mixing a polymerization initiator and a decomposition accelerator.
[0016]
As the polymerization initiator, a peroxide or an azo compound that is used as a radical polymerization initiator is preferably used. However, the type of the peroxide or azo compound is not particularly limited, and examples of the peroxide include cumene. There are organic peroxides such as hydroperoxide, methyl ethyl ketone peroxide and benzoyl peroxide, and inorganic peroxides such as potassium persulfate and ammonium persulfate, and azo compounds include azobisisobutyronitrile. Among these, organic peroxides are preferable from the viewpoint of curability.
[0017]
The decomposition accelerator is a compound that accelerates the decomposition of the polymerization initiator. Specific examples include thiourea derivatives such as diethylthiourea, amines such as N, N-diethyl-p-toluidine, cobalt naphthenate, cobalt octylate. Organic acid metal salts such as copper acetylacetonate and the like, and these can be used alone or in combination of two or more. Of these, organic acid metal salts and organic metal chelate compounds are preferred from the viewpoint of curability.
[0018]
Among acrylic adhesives, a two-component room temperature curable acrylic adhesive is preferable because the viscosity can be adjusted low and injection can be completed in a short time. The two-component room-temperature curable acrylic adhesive refers to an acrylic adhesive that is divided into two liquids of an A agent and a B agent, the A agent containing a polymerization initiator, and the B agent containing a curing accelerator. Two-component room-temperature curable acrylic adhesive does not require precise adjustment of the mixing ratio of agent A and agent B, and is easy to use with a simple coating machine or mixer because it has high adhesion even with simple mixing. Can work on.
[0019]
If the adhesive has a margin of 3 cm or more, the curable filler can be filled within about 1 hour after fixing, and even if the curable filler is filled, the curable filler does not leak from the adhesive surface.
[0020]
Next, the frame body 1 to which the formwork 2 is fixed is carried and arranged inside the frame 3 surrounded by the pillars and beams of the building. It is necessary to temporarily fix the frame 1 and the frame 3 until the adhesive is cured. Although the method of temporary fixing is not limited, there is a method of using jigs such as a giant clam vise, an L clamp, a magnet, and a bolt.
[0021]
After the adhesive is cured, a curable filler 4 is filled in the gap between the frame 3, the steel mold 2, and the frame 1.
When the frame 1 is H-shaped steel, the curable filler 4 is filled in the space surrounded by the surface of the frame 3, the web of the frame 1, the flanges on both sides thereof, and the mold 2.
[0022]
Although there is no restriction | limiting in particular as a sclerosing | hardenable filler, A super-fast-hardening non-shrink mortar is preferable at the point with big filling property and adhesiveness. The ultra-fast-hardening non-shrink mortar preferably contains a fast-hardening material and an expanding material. Examples of the quick-hardening material include those containing calcium aluminates and gypsum and producing ettringite by a hydration reaction. The expansion material is composed of calcium sulfoaluminate containing free lime and having a mineral composition of 3CaO.Al 2 O 3 .Ca 2 SO 4, and producing ettringite by hydration reaction, or quick lime-based hydration Some produce Ca (OH) 2 by reaction.
[0023]
Before filling the gap with the curable filler, it is preferable to seal the contact portion between the frame 3 and the mold 2 with the sealing material 5 so that the curable filler does not leak. As the sealing material, a curable filler is preferable.
[0024]
In order to fill the gap with the curable filler, it is preferable to provide holes for injection and air removal in the mold.
[0025]
Furthermore, an anchor may be driven into the frame in order to prevent the mold from being caught by the expansion of the curable filler and to fix the mold to the frame more firmly.
[0026]
【Example】
Example 1
Removes rust-preventive coating to provide a 50mm margin on steel frame 1 (K-type brace with steel frame, frame is made of H-type steel) with a length of 2.5m and a width of 5.5m with a K-type brace attached. To do. Next, a commercially available acrylic adhesive was applied to the margin, and a steel mold 2 having a thickness of 2.3 mm, a width of 230 mm, and a predetermined length was adhered to the steel frame 1.
Thereafter, the steel frame 1 having the steel formwork 2 fixed thereto was temporarily fixed to a frame 3 surrounded by columns and beams of a concrete building by a giant clam vise provided at a pitch of 30 cm. About 1 hour later, the contact portion between the frame 3 and the mold 2 is sealed with the seal material 5, and a commercially available ultrafast hard non-shrink mortar is used as the commercially available curable filler 4 with a pressure of 2 kg / cm 2 by a mortar pump. Injected into the gap between the frame 3, the steel mold 2, and the frame 1. The curable filler 4 did not leak from the gap between the frame 3, the steel mold 2, and the frame 1, and the operation was easy and the frame 3 could be reinforced without problems.
[0027]
【The invention's effect】
By the reinforcing structure of the present invention, it has excellent adhesive strength, can be applied in a short time, for example, can be cured at room temperature or low temperature of −10 ° C. to 40 ° C., and can be easily operated, and its industrial utility is extremely large .
[Brief description of the drawings]
FIG. 1 is an explanatory diagram showing an embodiment of a reinforcing structure for a building according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Frame 2 Form frame 3 Frame 4 Curable filler 5 Sealing material

Claims (4)

建築物の柱や梁に囲まれたフレームの内側に枠体を型枠を介して配置してなり、フレーム、型枠、及び枠体の隙間に硬化性充填材を注入してなり、型枠と枠体がアクリル系接着剤で固定してなることを特徴とする建築物の補強構造。A frame is placed inside a frame surrounded by pillars and beams of a building via a mold, and a curable filler is injected into the gap between the frame, the mold, and the frame. A frame reinforcing structure, wherein the frame is fixed with an acrylic adhesive . 枠体がブレースを取り付けてなる請求項1記載の建築物の補強構造。The reinforcing structure for a building according to claim 1, wherein the frame is attached with braces. 硬化性充填材が無収縮モルタルである請求項1又は請求項2記載の建築物の補強構造。The reinforcing structure for a building according to claim 1 or 2, wherein the curable filler is a non-shrink mortar. 枠体と型枠をアクリル系接着剤で固定し、建築物の柱や梁に囲まれたフレーム内に配置し、フレーム、型枠、及び枠体の隙間に硬化性充填材を注入してなることを特徴とする建築物の補強方法。The frame and formwork are fixed with acrylic adhesive , placed in a frame surrounded by building pillars and beams, and a curable filler is injected into the gap between the frame, formwork, and frame. A method of reinforcing a building characterized by the above.
JP20313498A 1998-07-17 1998-07-17 Reinforcing structure and reinforcing method of building Expired - Fee Related JP3953198B2 (en)

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JP2002180601A (en) * 2000-12-13 2002-06-26 Kawasaki Steel Corp Screw joint for steel rod and steel rod joining method
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