JP3242741B2 - How to reinforce steel structures - Google Patents

How to reinforce steel structures

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Publication number
JP3242741B2
JP3242741B2 JP8514593A JP8514593A JP3242741B2 JP 3242741 B2 JP3242741 B2 JP 3242741B2 JP 8514593 A JP8514593 A JP 8514593A JP 8514593 A JP8514593 A JP 8514593A JP 3242741 B2 JP3242741 B2 JP 3242741B2
Authority
JP
Japan
Prior art keywords
fiber prepreg
long fiber
reinforcing
prepreg
long
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 - Fee Related
Application number
JP8514593A
Other languages
Japanese (ja)
Other versions
JPH06270335A (en
Inventor
謙介 谷木
常雄 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Chemical Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Chemical Corp filed Critical Mitsubishi Chemical Corp
Priority to JP8514593A priority Critical patent/JP3242741B2/en
Publication of JPH06270335A publication Critical patent/JPH06270335A/en
Application granted granted Critical
Publication of JP3242741B2 publication Critical patent/JP3242741B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、ガスタンク、石油タン
ク等の鋼製構造物の補強方法に関し、特に既存の鋼製構
造物の補強方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for reinforcing steel structures such as gas tanks and oil tanks, and more particularly to a method for reinforcing existing steel structures.

【0002】[0002]

【従来の技術】既存鋼製構造物の中には旧い設計基準・
指針によって構築されたため、現行の基準による構造物
に比べて強度が劣るため補強を必要とする場合とか、構
築後の荷重条件変更等により設計荷重に対して補強を必
要とする場合がある。また構築時の施工不良により溶接
部の欠陥を有する場合等、既存鋼製構造物を補強する必
要を生じる場合が多い。従来の補強方法としては、鋼板
を溶接により付加させる方法とか、不良溶接部分を除去
し、改めて溶接を施工し直す等の方法が行われてきた。
2. Description of the Related Art Some existing steel structures have old design standards.
There are cases where reinforcement is required due to the fact that the structure is inferior to the structure based on the current standards because it is built according to the guidelines, and cases where reinforcement is required for the design load due to changes in load conditions after construction. In addition, it is often necessary to reinforce an existing steel structure, for example, when there is a defect in a welded portion due to poor construction work. As a conventional reinforcing method, a method of adding a steel plate by welding, a method of removing a defective welding portion, and re-performing welding have been performed.

【0003】[0003]

【発明が解決しようとする課題】しかし、これらの補強
方法を行う場合には、例えば鋼板を溶接により付加させ
る方法では、施工現場における鋼板などの溶接作業が不
可欠であり、溶接は技能の優れた熟練者による確実な作
業を必要とする。また、鋼板の付加による重量の増加に
より、補強範囲が大きくなるという問題点を有してい
る。更に既存鋼製構造物の中には石油貯槽のように使用
中の場合には補強時に火気の使用が困難な場合がある。
本発明の目的は、簡便な作業により、大きな補強効果を
発現し得る鋼製構造物の補強方法を提供することにあ
る。
However, when these reinforcing methods are performed, for example, in a method of adding a steel plate by welding, welding work of a steel plate or the like at a construction site is indispensable, and welding is excellent in skill. Requires reliable work by skilled personnel. In addition, there is a problem that the reinforcing range is increased due to an increase in weight due to the addition of a steel plate. Further, in some existing steel structures, it may be difficult to use fire when reinforcing such as oil storage tanks when they are in use.
An object of the present invention is to provide a method for reinforcing a steel structure which can exhibit a large reinforcing effect by a simple operation.

【0004】[0004]

【課題を解決するための手段】本発明を概説すれば、本
発明は鋼製構造物の補強方法に関する発明であって、鋼
製構造物の補強をすべき構造要素の表面に、ビスフェノ
ールAとエピクロロヒドリンから合成されるエピビスタ
イプのエポキシプライマーを塗布し、次いで少なくとも
1枚の未硬化状態の長繊維高温硬化型プリプレグを常温
硬化型接着剤を介して貼付けることを特徴とする。
SUMMARY OF THE INVENTION In general, the present invention relates to a method for reinforcing a steel structure, wherein bisphenol A is added to the surface of a structural element to be reinforced. An epoxy primer of an epibis type synthesized from epichlorohydrin is applied, and then at least one uncured long-fiber high-temperature curing prepreg is attached via a room-temperature curing adhesive.

【0005】本発明者らは、前記の課題を解決すべく鋭
意検討した結果、鋼製構造物の補強をすべき構造要素の
表面に、未硬化状態の長繊維高温硬化型プリプレグ(以
下、本明細書において、長繊維プリプレグと略記する)
を常温硬化剤を介して貼付けて補強することに想到し、
その際、該構造要素の表面に、予め特定のプライマーを
塗布しておくことにより、該構造要素と該プリプレグと
がより強固に一体化し、大きな補強効果を発現すること
を見出し本発明に到達した。
The inventors of the present invention have conducted intensive studies to solve the above-mentioned problems. As a result, the surface of a structural element to be reinforced with a steel structure is coated with an uncured long-fiber high-temperature-curable prepreg (hereinafter referred to as a prepreg ).
Below, in this specification, it abbreviates as a long fiber prepreg.)
To reinforce by pasting through a room temperature curing agent,
At this time, the present inventors have found that by applying a specific primer on the surface of the structural element in advance, the structural element and the prepreg are more firmly integrated and exhibit a large reinforcing effect, and have reached the present invention. .

【0006】以下、本発明をより詳細に説明する。本発
明で使用する未硬化状態の長繊維プレプレグは、ガラス
繊維、炭素繊維等の強化繊維を1軸又は2軸方向に配列
したもの、編んだもの、織ったもの、又はランダムに配
列したもの等にマトリックスとしてフェノール樹脂、エ
ポキシ樹脂、不飽和ポリエステル樹脂、ジアリルフタレ
ート樹脂、ビスマレイミド樹脂、ポリイミド、ポリアミ
ドイミド、ポリウレタン樹脂等の熱硬化性樹脂を含浸さ
せ、厚さ約0.1〜2mm程度の板状としたものである。
プリプレグとしては、70℃以上の硬化温度を有する高
温硬化型プリプレグが好適に用いられる。常温における
硬化の進行を防止し、保存性を向上させるためである。
長繊維としては、ガラス繊維、炭素繊維、ビニロン繊
維、アラミド繊維、炭化ケイ素繊維、ホウ素繊維、セラ
ミック繊維、金属繊維、ナイロン繊維、ポリエステル繊
維等が用いられる。長繊維及び熱硬化性樹脂の種類は、
用途に応じ適宜選択すればよく、これらを2種以上組合
せて用いてもよい。長繊維プリプレグとしては、高強
度、高弾性のものが既存鋼製構造物の補強に際して変形
防止の効果が大きいので好ましく用いられる。
Hereinafter, the present invention will be described in more detail. The uncured long fiber prepreg used in the present invention includes glass fibers, carbon fibers, and other reinforcing fibers arranged uniaxially or biaxially, knitted, woven, or randomly arranged. A matrix having a thickness of about 0.1 to 2 mm is impregnated with a thermosetting resin such as a phenol resin, an epoxy resin, an unsaturated polyester resin, a diallyl phthalate resin, a bismaleimide resin, a polyimide, a polyamide imide, or a polyurethane resin as a matrix. It is a shape.
As the prepreg, a high-temperature curing prepreg having a curing temperature of 70 ° C. or more is preferably used. This is for preventing the progress of curing at room temperature and improving the storage stability.
As long fibers, glass fibers, carbon fibers, vinylon fibers, aramid fibers, silicon carbide fibers, boron fibers, ceramic fibers, metal fibers, nylon fibers, polyester fibers and the like are used. The types of long fiber and thermosetting resin are
It may be appropriately selected according to the application, and two or more of these may be used in combination. As the long fiber prepreg, those having high strength and high elasticity are preferably used because they have a large effect of preventing deformation when reinforcing an existing steel structure.

【0007】プライマーとしてはビスフェノールAとエ
ピクロロヒドリンから合成されるエピビスタイプのエポ
キシプライマーが既存鋼製構造物と補強材である長繊維
プリプレグとの一体性に優れているので好適である。
[0007] As a primer, an epibis type epoxy primer synthesized from bisphenol A and epichlorohydrin is preferable because it has excellent integration between an existing steel structure and a long fiber prepreg as a reinforcing material.

【0008】本発明で使用する常温硬化型接着剤、好ま
しくは10〜40℃で硬化する接着剤としては、一般に
使用されるものであればいずれをも使用することができ
る。例えば、尿素樹脂、レゾルシン樹脂、フェノール樹
脂、エポキシ樹脂等を基剤としてこれに硬化剤を混合
し、常温で硬化できるようにした接着剤である。特に好
ましい接着剤としては、ビスフェノールA型エポキシ樹
脂を基剤とし、これにアミン硬化剤を混合したものを例
示できる。基剤としては、使用する長繊維プリプレグの
マトリックスとなる合成樹脂と同様の樹脂を選択するこ
とも、長繊維プリプレグ及び常温硬化型接着剤との一体
性を図る上で好ましい。
As the cold-setting adhesive used in the present invention, preferably, an adhesive which cures at 10 to 40 ° C., any of those generally used can be used. For example, an adhesive is prepared by mixing a curing agent with a urea resin, a resorcin resin, a phenol resin, an epoxy resin, or the like as a base so as to be cured at room temperature. Particularly preferred adhesives include those based on a bisphenol A type epoxy resin and mixed with an amine curing agent. As the base, it is also preferable to select the same resin as the synthetic resin to be the matrix of the long fiber prepreg to be used in order to achieve the integration with the long fiber prepreg and the room temperature curing adhesive.

【0009】これらの10〜40℃の温度で硬化する常
温硬化型接着剤は23℃で6000センチポアズ以下好
ましくは100〜4000センチポアズの粘度を有する
接着剤溶液に調製されるのが好ましく、用いる溶媒とし
てはエポキシ樹脂等の基剤が可溶な溶媒であればいずれ
の種類であってもよい。例えばシンナー、メチルエチル
ケトン、アセトン等を例示できる。接着剤溶液の粘度が
上記範囲の上限を超えると、溶液が固くなり過ぎるため
塗布作業が困難となること、及び接着剤溶液のプリプレ
グ内部への浸透が充分に進まないこと等により好ましく
ない。上記所定の粘度とするためには、基剤含有量とし
て溶媒100重量部に対し基剤300重量部以下、好ま
しくは30〜100重量部配合するのがよい。またこの
ような接着剤溶液は、プリプレグの貼付直前若しくはそ
れの1時間以内に塗布するのが好ましい。塗布方法とし
ては一般に知られた各種の塗布方法を採用できるが、特
に好ましくは含浸による方法である。
The cold-setting adhesive which cures at a temperature of 10 to 40 ° C. is preferably prepared as an adhesive solution having a viscosity of not more than 6,000 centipoise at 23 ° C., preferably 100 to 4000 centipoise. May be any type of solvent as long as the base such as an epoxy resin is soluble. For example, thinner, methyl ethyl ketone, acetone and the like can be exemplified. If the viscosity of the adhesive solution exceeds the upper limit of the above range, it is not preferable because the solution becomes too hard and the coating operation becomes difficult, and the penetration of the adhesive solution into the inside of the prepreg does not sufficiently proceed. In order to obtain the above-mentioned predetermined viscosity, it is advisable to mix 300 parts by weight or less, preferably 30 to 100 parts by weight, of the base with respect to 100 parts by weight of the solvent. Further, it is preferable to apply such an adhesive solution immediately before the application of the prepreg or within one hour thereof. As the coating method, various generally known coating methods can be adopted, and a method by impregnation is particularly preferable.

【0010】接着剤溶液の塗布量としては、プリプレグ
1m2 に対し10〜200g、好ましくは20〜100
gである。
The amount of the adhesive solution applied is 10 to 200 g, preferably 20 to 100 g, per m 2 of prepreg.
g.

【0011】[0011]

【作用】本発明は、常温硬化型接着剤を未硬化状態の長
繊維プリプレグに接触させることにより、常温では硬化
に時間のかかる長繊維プリプレグの硬化を促進し、比較
的短時間で補強のための強度発現に寄与させることがで
きる。
According to the present invention, the room-temperature-curable adhesive is brought into contact with the uncured long-fiber prepreg to promote the curing of the long-fiber prepreg, which takes a long time to cure at room temperature, and to reinforce it in a relatively short time. Can contribute to the development of strength.

【0012】本発明は、長繊維プリプレグを使用するの
で、鋼板等による補強に比して軽量であり、重量増を防
止できる。使用するプリプレグの強度及び量は目的に応
じて適宜選択できる。更に補強後、着色塗装を行っても
よい。
Since the present invention uses a long fiber prepreg, it is lighter in weight than reinforcement by a steel plate or the like, and an increase in weight can be prevented. The strength and amount of the prepreg to be used can be appropriately selected according to the purpose. After reinforcement, a colored coating may be applied.

【0013】[0013]

【実施例】以下本発明の実施例について、添付図面を参
照して説明するが、本発明はこれら実施例に限定されな
い。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the accompanying drawings, but the present invention is not limited to these embodiments.

【0014】実施例1 図1は、既存鋼製貯槽に本発明の方法により長繊維プリ
プレグを貼付けた場合の概観図、図2は長繊維プリプレ
グを3層に貼付けた補強部分の拡大断面図である。図2
において符号1は既存鋼製貯槽、2は長繊維プリプレ
グ、3は第1層目の長繊維プリプレグ、4は第2層目の
長繊維プリプレグ、5は第3層目の長繊維プリプレグ、
6はプライマー、7は常温硬化型接着剤である。以下図
2に基づいて本発明の方法を説明する。既存鋼製貯槽1
の外表面に接着剤との親和性を良好とするため、プライ
マー6を塗布する。プライマーとしてはエピビスタイプ
のエポキシプライマーが親和性向上のため好ましく用い
られる。プライマー6が硬化した後に、常温硬化型接着
剤7を塗布する。常温硬化型接着剤は、作業性向上のた
め適宜シンナーで希釈して用いることが好ましい。常温
硬化型接着剤7の塗布後速やかに第1層目の長繊維プリ
プレグ3を貼付ける。長繊維プリプレグが長繊維を1軸
方向に配列したものである場合は、長繊維の配列方向が
補強する方向と一致するように貼付けることが強度補強
効果を発揮させる点で好ましい。長繊維プリプレグ3を
貼付けた後、常温硬化型接着剤7を長繊維プリプレグ3
の表面に塗布し、次いで速やかに第2層目の長繊維プリ
プレグ4を第1層目の長繊維プリプレグ3と同様にして
貼付け、次いで常温硬化型接着剤7を塗布する。以降同
様の方法で第3層目の長繊維プリプレグ5を貼付け、次
いで常温硬化型接着剤7を塗布する。常温硬化型接着剤
7の硬化が進行した時点で本発明の方法による補強工事
は完了する。更に、美観が要求される場合には塗装8を
適宜施す。
Example 1 FIG. 1 is an outline view of a case where a long fiber prepreg is stuck to an existing steel storage tank by the method of the present invention, and FIG. 2 is an enlarged cross-sectional view of a reinforcing portion where a long fiber prepreg is stuck in three layers. is there. FIG.
, 1 is an existing steel storage tank, 2 is a long fiber prepreg, 3 is a first layer long fiber prepreg, 4 is a second layer long fiber prepreg, 5 is a third layer long fiber prepreg,
Reference numeral 6 denotes a primer, and reference numeral 7 denotes a room temperature-curable adhesive. Hereinafter, the method of the present invention will be described with reference to FIG. Existing steel storage tank 1
A primer 6 is applied to the outer surface of the substrate to improve the affinity with the adhesive. As the primer, an epoxy-type epoxy primer is preferably used for improving the affinity. After the primer 6 is cured, a room temperature curing adhesive 7 is applied. It is preferable that the cold-setting adhesive is appropriately diluted with a thinner for use in improving workability. Immediately after the application of the cold-setting adhesive 7, the first layer long fiber prepreg 3 is attached. When the long fiber prepreg is one in which long fibers are arranged in a uniaxial direction, it is preferable that the long fiber prepreg be attached so that the arrangement direction of the long fibers coincides with the direction in which the long fibers are reinforced. After the long fiber prepreg 3 is attached, the room temperature curing adhesive 7 is applied to the long fiber prepreg 3.
Then, the second layer of long-fiber prepreg 4 is immediately attached in the same manner as the first-layer long-fiber prepreg 3, and then the room-temperature-curable adhesive 7 is applied. Thereafter, the third layer long fiber prepreg 5 is adhered by the same method, and then the room temperature curing adhesive 7 is applied. When the hardening of the cold-setting adhesive 7 proceeds, the reinforcement work by the method of the present invention is completed. Further, when an aesthetic appearance is required, the coating 8 is appropriately applied.

【0015】上記図2に基づく説明は、長繊維プリプレ
グを3層積層する場合であるが、積層数は所要補強量及
び長繊維プリプレグ1枚当りの強度により適宜選択され
る。
The description based on FIG. 2 is for a case where three layers of long fiber prepregs are laminated, but the number of layers is appropriately selected according to the required reinforcing amount and the strength per one long fiber prepreg.

【0016】[0016]

【発明の効果】本発明の方法によれば、未硬化の長繊維
プリプレグを既存鋼製構造物の表面の凹凸に十分に追従
して貼付けることができ、また既存鋼製構造物からの応
力伝達も容易となるため、補強材である長繊維の強度を
十分に活用した補強方法が提供される。本発明の方法に
よれば、既存鋼製構造物の構成要素の表面が曲面のよう
な複雑な形状であっても、十分な補強を容易に実施でき
る補強方法が提供される。本発明の方法によれば、未硬
化の長繊維プリプレグと常温硬化型接着剤とを併用する
ことにより、加熱硬化のような特別な工程を不要とする
ものであり、短時間で補強硬化を発揮させる補強方法が
提供される。更に本発明の方法によれば、比強度の高い
長繊維を補強材として用いることにより、補強による重
量増を著しく減少させることができ、これにより補強範
囲の拡大あるいは基礎の補強を不要とする補強方法が提
供される。本発明の方法によれば更に、補強材料が軽量
であることにより、揚重機等を使用することなく運搬す
ることができ、また貼付作業を簡易かつ容易化できる補
強方法が提供される。
According to the method of the present invention, the uncured long fiber prepreg can be adhered sufficiently following the irregularities on the surface of the existing steel structure, and the stress from the existing steel structure can be reduced. Since the transmission is also facilitated, a reinforcing method that makes full use of the strength of the long fiber as the reinforcing material is provided. ADVANTAGE OF THE INVENTION According to the method of this invention, even if the surface of the component of the existing steel structure has a complicated shape like a curved surface, the reinforcement method which can implement sufficient reinforcement easily is provided. According to the method of the present invention, by using an uncured long-fiber prepreg and a room-temperature-curable adhesive together, a special step such as heat curing is not required, and the reinforcing cure is exhibited in a short time. A reinforcement method is provided. Further, according to the method of the present invention, by using long fibers having a high specific strength as a reinforcing material, the weight increase due to the reinforcement can be significantly reduced, thereby increasing the range of reinforcement or the reinforcement that does not require reinforcement of the foundation. A method is provided. According to the method of the present invention, there is further provided a reinforcing method capable of being transported without using a hoist or the like and having a simple and easy sticking operation because the reinforcing material is lightweight.

【図面の簡単な説明】[Brief description of the drawings]

【図1】既存鋼製貯槽に長繊維プリプレグを積層した場
合の概観図である。
FIG. 1 is a schematic view of a case where a long fiber prepreg is laminated on an existing steel storage tank.

【図2】補強部分の拡大断面図である。FIG. 2 is an enlarged sectional view of a reinforcing portion.

【符号の説明】[Explanation of symbols]

1:既存鋼製貯槽、2:長繊維プリプレグ、3:第1層
目の長繊維プリプレグ、4:第2層目の長繊維プリプレ
グ、5:第3層目の長繊維プリプレグ、6:プライマ
ー、7:常温硬化型接着剤
1: existing steel storage tank, 2: long fiber prepreg, 3: first layer long fiber prepreg, 4: second layer long fiber prepreg, 5: third layer long fiber prepreg, 6: primer, 7: Room temperature curing adhesive

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) B32B 15/08 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) B32B 15/08

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鋼製構造物の補強をすべき構造要素の表
面に、ビスフェノールAとエピクロロヒドリンから合成
されるエピビスタイプのエポキシプライマーを塗布し、
次いで少なくとも1枚の未硬化状態の長繊維高温硬化型
プリプレグを常温硬化型接着剤を介して貼付けることを
特徴とする鋼製構造物の補強方法。
An epoxy primer of an epibis type synthesized from bisphenol A and epichlorohydrin is applied to a surface of a structural element to be reinforced for a steel structure,
A method for reinforcing a steel structure, comprising: attaching at least one uncured long-fiber high-temperature-curable prepreg via a room-temperature-curable adhesive.
JP8514593A 1993-03-22 1993-03-22 How to reinforce steel structures Expired - Fee Related JP3242741B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8514593A JP3242741B2 (en) 1993-03-22 1993-03-22 How to reinforce steel structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8514593A JP3242741B2 (en) 1993-03-22 1993-03-22 How to reinforce steel structures

Publications (2)

Publication Number Publication Date
JPH06270335A JPH06270335A (en) 1994-09-27
JP3242741B2 true JP3242741B2 (en) 2001-12-25

Family

ID=13850498

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8514593A Expired - Fee Related JP3242741B2 (en) 1993-03-22 1993-03-22 How to reinforce steel structures

Country Status (1)

Country Link
JP (1) JP3242741B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107955495A (en) * 2017-11-30 2018-04-24 武汉理工大学 A kind of polymer ceramic wear-resistant coating and preparation method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103154373B (en) * 2010-08-31 2015-07-08 新日铁住金高新材料株式会社 Steel structure reinforcement method and reinforcement body, and material for forming elastic layer for steel structure reinforcement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107955495A (en) * 2017-11-30 2018-04-24 武汉理工大学 A kind of polymer ceramic wear-resistant coating and preparation method thereof
CN107955495B (en) * 2017-11-30 2020-01-31 武汉理工大学 high-molecular ceramic wear-resistant coating and preparation method thereof

Also Published As

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