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JPH01195025A - Method of reinforcing structures using carbon fiber reinforced plastic plates - Google Patents

Method of reinforcing structures using carbon fiber reinforced plastic plates

Info

Publication number
JPH01195025A
JPH01195025A JP63021002A JP2100288A JPH01195025A JP H01195025 A JPH01195025 A JP H01195025A JP 63021002 A JP63021002 A JP 63021002A JP 2100288 A JP2100288 A JP 2100288A JP H01195025 A JPH01195025 A JP H01195025A
Authority
JP
Japan
Prior art keywords
carbon fiber
plastic plate
reinforced plastic
reinforced
fiber reinforced
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.)
Granted
Application number
JP63021002A
Other languages
Japanese (ja)
Other versions
JP2545259B2 (en
Inventor
Keiji Hiyamizu
冷水 恵次
Yuji Ishida
石田 雄司
Noboru Ishikawa
登 石川
Minoru Sawaide
稔 沢出
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.)
Shimizu Construction Co Ltd
Tonen General Sekiyu KK
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Toa Nenryo Kogyyo KK
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 Shimizu Construction Co Ltd, Shimizu Corp, Toa Nenryo Kogyyo KK filed Critical Shimizu Construction Co Ltd
Priority to JP2100288A priority Critical patent/JP2545259B2/en
Publication of JPH01195025A publication Critical patent/JPH01195025A/en
Application granted granted Critical
Publication of JP2545259B2 publication Critical patent/JP2545259B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C73/00Repairing of articles made from plastics or substances in a plastic state, e.g. of articles shaped or produced by using techniques covered by this subclass or subclass B29D
    • B29C73/24Apparatus or accessories not otherwise provided for
    • B29C73/30Apparatus or accessories not otherwise provided for for local pressing or local heating
    • B29C73/32Apparatus or accessories not otherwise provided for for local pressing or local heating using an elastic element, e.g. inflatable bag
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29KINDEXING SCHEME ASSOCIATED WITH SUBCLASSES B29B, B29C OR B29D, RELATING TO MOULDING MATERIALS OR TO MATERIALS FOR MOULDS, REINFORCEMENTS, FILLERS OR PREFORMED PARTS, e.g. INSERTS
    • B29K2307/00Use of elements other than metals as reinforcement

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PURPOSE:To flatly bond a carbon fiber reinforced plastic plate to the surface to be reinforced of a construction, by bonding the carbon fiber reinforced plastic plate to the surface to be reinforced of the construction through an adhesive and subsequently pressing the plastic plate to the surface to be reinforced by a press means equipped with an air bag to fix the same to the surface to be reinforced of the construction. CONSTITUTION:If necessary, cleaning is simply performed and an adhesive 3 is applied to the surface to be reinforced of a concrete slab 1 in a predetermined thickness directly or after a primer is applied. Next, a carbon fiber reinforced plastic plate 2 is pressed to the slab 1 on one end side thereof and subsequently pressed to the surface 1a to be reinforced of the slab 1 toward the other end thereof in succession so that no air is interposed between the surface 1a of the slab 1 and the surface of the plastic plate 2 to be bonded thereto. Subsequently, the plastic plate 2 boded to the surface 1a of the slab is pressed by a press means 10 equipped with an air bag 11.

Description

【発明の詳細な説明】 上の1 本発明は、コンクリート構造物の梁、床版、その他種々
の構築物の補強、更には構築物の防水、空気漏れ防止等
と言った構築物の補修等をも含む構築物の強化方法に関
するものであり、特に斯る強化を炭素繊維強化プラスチ
ック板により行なう構築物強化方法に関するものである
[Detailed Description of the Invention] 1. The present invention includes reinforcement of beams of concrete structures, floor slabs, and various other structures, as well as repair of structures such as waterproofing of structures and prevention of air leaks. The present invention relates to a method for reinforcing a structure, and particularly to a method for reinforcing a structure in which such reinforcement is performed using a carbon fiber reinforced plastic plate.

【末豊上遣 コンクリート構造物の梁、床版、その他種々の構築物は
永年の使用と共に劣化し、曲げ応力等の作用により強度
が低下し補強の必要が生じたり、場合によっては防水、
空気漏れ防止等の種々の補修、強化を行なう必要が生じ
る。
[The beams, floor slabs, and other structures of Suetoyo Kagekari concrete structures deteriorate over many years of use, and their strength decreases due to bending stress and other effects, resulting in the need for reinforcement, and in some cases, waterproofing,
It will be necessary to carry out various repairs and reinforcements such as preventing air leaks.

従来、このような構築物の強化は、例えばコンクリート
構造物の床版(コンクリートスラブ)の劣化による強度
低下を回復するため補強材料として鉄板が使用され、該
鉄板をアンカーボルト等を使用して補強箇所に固定する
方法が行なわれていた。斯る強化方法は、補強材料が鉄
板であるということから重量が大となり、大面積の補強
作業は補強材料の取扱いが困難であり、又補強箇所によ
っては鉄板の取付は作業自体が不可能か、極めて困難な
ことが多く作業効率が悪く問題があった。
Conventionally, to strengthen such structures, for example, steel plates are used as reinforcing materials to recover the strength loss due to deterioration of the concrete slab of a concrete structure, and the steel plates are used to strengthen the reinforcement points using anchor bolts, etc. A method of fixing it was used. This method of reinforcing requires iron plates as the reinforcing material, which increases the weight, making it difficult to handle the reinforcing material when reinforcing large areas, and depending on the reinforcement location, it may be impossible to install the steel plates. , which was often extremely difficult and resulted in problems with poor work efficiency.

このような問題を解決するべく、重量が極めて軽量で、
被強化面への取付は固定方法も容易であり、且つ引張強
度及び弾性率が大であり、更には耐候性、耐水性、耐熱
性等に優れている炭素繊維強化プラスチック板を補強材
料として使用する補強方法が提案されている。
In order to solve this problem, we developed a product that is extremely light in weight.
Carbon fiber reinforced plastic plates are used as the reinforcing material because they are easy to attach to the reinforced surface, have high tensile strength and elastic modulus, and have excellent weather resistance, water resistance, heat resistance, etc. A reinforcement method has been proposed.

−が  じようと る このような炭素繊維強化プラスチック板を補強材料又は
他の目的のための補修材料として使用する強化方法は極
めて好適にコンクリートスラブ、更には種々の構築物の
補強、防水、空気漏れ防止等の補修、強化をなし得るも
のであり、又使用される材料が極めて軽量であるのでそ
の取扱いも容となり作業効率が向上するという種々の利
点を有している。
- The reinforcement method of using such carbon fiber reinforced plastic plates as reinforcement material or repair material for other purposes is very suitable for reinforcement, waterproofing, air leakage of concrete slabs, and even various structures. It has various advantages such as prevention, repair, and reinforcement, and since the material used is extremely lightweight, it is easy to handle and improves work efficiency.

従来提案されている炭素繊維強化プラスチック板を使用
した強化方法によると、第3図に図示されるように、例
えばコンクリートスラブlの表面に炭素繊維強化プラス
チック板2を貼付けるためには、先ずコンクリートスラ
ブ表面に接着剤3又はプライマー及び接着剤を塗布し、
その後炭素繊維強化プラスチック板2を貼付すること・
が必要と′される。このとき、一般にコンクリートスラ
ブ表面は−様な平面となっていることは少なく凹凸状態
となっている。従って、接着剤3をコンクリートスラブ
表面に一様厚さにて塗布し、この」−に炭素繊維強化プ
ラスチック板を貼付けた場合には、特に被強化面1aが
広い面積にわたるときには、作業員が炭素繊維強化プラ
スチック板2を被強化面1aに−様な押圧力にて貼付け
ることが極めて困難であり、図示されるように、炭素繊
維強化プラスチック板2が構築物被強化面1aに対して
傾斜して接合されたり、場合によっては、炭素繊維強化
プラスチック板2と被強化面1aとの間に接着剤が存在
しない空隙部4が生じることがあった。
According to the conventionally proposed reinforcement method using carbon fiber reinforced plastic plates, as shown in FIG. Apply adhesive 3 or primer and adhesive to the slab surface,
After that, attach the carbon fiber reinforced plastic plate 2.
is required. At this time, the surface of the concrete slab is generally less flat and uneven. Therefore, if the adhesive 3 is applied to the surface of a concrete slab with a uniform thickness and a carbon fiber reinforced plastic board is attached to this surface, especially when the surface 1a to be reinforced covers a wide area, it is difficult for workers to It is extremely difficult to attach the fiber-reinforced plastic plate 2 to the reinforced surface 1a with such a pressing force, and as shown in the figure, the carbon fiber-reinforced plastic plate 2 is inclined with respect to the reinforced surface 1a of the structure. In some cases, a gap 4 where no adhesive is present may be created between the carbon fiber reinforced plastic plate 2 and the surface to be reinforced 1a.

このような強化方法によると、美感上好ましくないのみ
ならず、空隙部4の存在は炭素繊維強化プラスチック板
2による補修強化効果を低減させる原因となった。この
ような問題は、補強以外の防水、空気漏れ等の他の補修
の際にも同様の問題となった。
According to such a reinforcing method, not only is it aesthetically undesirable, but the presence of the voids 4 causes a reduction in the repair and reinforcing effect of the carbon fiber reinforced plastic board 2. Similar problems also occurred when other repairs such as waterproofing and air leakage were performed other than reinforcement.

このような空隙部の存在をなくするには、接着剤の塗布
厚さを厚くし、且つ作業員による極めて慎重な貼付は作
業を必要とした。これは作業部率を低下せしめるのみな
らず、必要以上に接着剤層の厚さを厚くすると、特に強
度が低下することが本発明者等の研究実験の結果分かっ
た。
In order to eliminate the existence of such voids, the thickness of the adhesive must be increased, and the adhesive must be applied very carefully by a worker. As a result of research and experiments conducted by the present inventors, it has been found that not only does this reduce the working ratio, but also that when the thickness of the adhesive layer is made thicker than necessary, the strength in particular decreases.

又、別法として、炭素繊維強化プラスチック板を貼付け
るコンクリートスラブ表面を一様平面となるように研摩
機で研摩しくコンクリート面ケレン)、その上に接着剤
を薄く塗布することが考えられるが、斯るコンクリート
スラブの表面処理作業は多大の時間と労力を要し、又強
化場所によってはこのような表面処理作業が不可能か或
いは極めて困難な場合もあり、実際的ではない。
Alternatively, it is possible to use a sander to polish the surface of the concrete slab to which the carbon fiber reinforced plastic plate is to be attached so that it is evenly flat, and then apply a thin layer of adhesive on top of it. Such surface treatment of concrete slabs requires a great deal of time and effort, and depending on the reinforcement location, such surface treatment may be impossible or extremely difficult, making it impractical.

従って、本発明の目的は、極めて作業性が良く、炭素繊
維強化プラスチック板を構築物の被強化面に平らに貼付
けることができ、且つ炭素繊維強化プラスチック板と被
強化面との間に空隙が形成されるのを防止し、十分な補
強、補修、その他種々の強化効果を達成することのでき
る、コンクリート構造物の梁、床版、その他種々の構築
物の補強、更には構築物の防水、空気漏れ防止等と言っ
た構築物の強化を好適に行なうための構築物の強化方法
を提供することである。
Therefore, an object of the present invention is to have extremely good workability, to be able to flatly attach a carbon fiber reinforced plastic plate to the surface to be reinforced of a structure, and to have a structure in which there is no gap between the carbon fiber reinforced plastic plate and the surface to be reinforced. Reinforcement of beams, floor slabs, and other various structures of concrete structures, as well as waterproofing and air leakage of structures, which can prevent the formation of concrete structures and achieve sufficient reinforcement, repair, and various other strengthening effects. It is an object of the present invention to provide a method for strengthening a structure to suitably strengthen the structure such as prevention.

るための手 上記薄目的は本発明に係る構築物の強化方法にて達成さ
れる。要約すれば本発明は、構築物の被強化面に接着剤
を介して炭素繊維強化プラスチック板を貼付け、次いで
エアーバッグを備えた抑圧手段により前記炭素繊維強化
プラスチック板を被強化面の方へと押圧し、構築物被強
化面に該炭素繊維強化プラスチック板を固着することを
特徴とする構築物の強化方法である。好ましくは、炭素
繊維強化プラスチ−2り板はスペーサにより構築物被強
化面よりの距離が所定の値に調整されて設置され、更に
、エアーバッグは加熱手段を内蔵することもでき、又、
抑圧手段は、エアーバッグに空気を送給するエア供給手
段と、該エアバッグを炭素#&維強化プラスチック板の
方へと押付けるサポート部材とを有する構成とされ得る
The above objectives are achieved by the method of strengthening a construct according to the present invention. In summary, the present invention involves attaching a carbon fiber-reinforced plastic plate to the surface to be reinforced of a structure via an adhesive, and then pressing the carbon fiber-reinforced plastic plate toward the surface to be reinforced by a suppressing means equipped with an air bag. The present invention is a method for reinforcing a structure, characterized in that the carbon fiber reinforced plastic plate is fixed to a surface of the structure to be reinforced. Preferably, the carbon fiber-reinforced plastic plate is installed with the distance from the surface to be reinforced of the structure adjusted to a predetermined value using a spacer, and furthermore, the air bag may have a built-in heating means,
The suppression means may include an air supply means for supplying air to the airbag, and a support member for pressing the airbag toward the carbon and fiber reinforced plastic plate.

支崖遺 次に、本発明に係る構築物強化方法を図面に即して更に
詳しく説明する。
Next, the method for reinforcing a structure according to the present invention will be explained in more detail with reference to the drawings.

先ず、本発明に使用する炭素la#強化プラスチック板
について説明する。
First, the carbon la# reinforced plastic plate used in the present invention will be explained.

炭素l&維強化プラスチック板は任意の構造とし得るが
、例えば、強化繊維として炭素繊!I(本明細書にて「
炭素繊維」とは黒鉛[iをも含む意味にて用いる。)を
使用し、熱硬化性の又は熱可塑性のマトリクス樹脂組成
物を使用して、通常の方法にて炭素繊維強化プリプレグ
を作製し、所定寸法に切断し、硬化して補修板を製造す
る。
The carbon fiber reinforced plastic plate can have any structure, but for example, carbon fiber can be used as the reinforcing fiber! I (herein “
The term "carbon fiber" is used to include graphite [i]. ), a thermosetting or thermoplastic matrix resin composition is used to produce a carbon fiber reinforced prepreg in a conventional manner, cut to a predetermined size, and cured to produce a repair board.

更に説明すると、炭素繊維としては、ピッチ系炭素Wa
維、PAN系炭素炭素繊維等任意販の炭素繊維を使用す
ることができるが、好ましくは引張強度2.0GPa以
上、弾性率200GPa以」二とされる高強度高弾性率
の炭素繊維が使用される。一般に、直径7〜127zm
程度のフィラメントを3000〜24000本集束合糸
することにより形成された炭素繊維が使用される。
To explain further, as the carbon fiber, pitch-based carbon Wa
Any commercially available carbon fibers such as fibers, PAN-based carbon fibers, etc. can be used, but carbon fibers with high strength and high elastic modulus, which have a tensile strength of 2.0 GPa or more and an elastic modulus of 200 GPa or more, are preferably used. Ru. Generally, diameter 7-127zm
Carbon fibers formed by bundling 3,000 to 24,000 filaments are used.

マトリクス樹脂組成物を構成する熱硬化性マトリクス樹
脂としては、エポキシ樹脂、不飽和ポリエステル樹脂、
ポリウレタン樹脂、ジアリルフタレート樹脂、フェノー
ル樹脂等が使用可能であり、更に硬化温度が50〜15
0℃となるように硬化剤その他の付与剤、例えば可撓性
付与剤等が適当に選択される。従って、好ましい一例を
挙げれば、熱硬化性樹脂としてはエポキシ樹脂が好まし
く、使用可能のエポキシ樹脂としては、例えば、(1)
グリシジルエーテル系エポキシ樹脂(ビスフェノールA
、F系エポキシ樹脂、ノボラック系エポキシ樹脂、臭素
化ビスフェノールA系エポキシ樹脂);  (2)環式
脂肪族エポキシ樹脂; (3)グリシジルエステル系エ
ポキシ樹脂;(4)グリシジルアミン系エポキシ樹脂;
 (5)複素環式エポキシ樹脂;その他種々のエポキシ
樹脂から選択される1種又は複数種が使用され、特に、
ビスフェノールA及びF、グリシジルアミン系エポキシ
樹脂が好適に使用される。又、硬化剤としてはジアミノ
ジフェニルスルフォン(DDS)、ジアミノジフェニル
メタン(DDM)等が好適に使用される。又、熱可塑性
マトリクス樹脂としては、ポリアセタール樹脂、飽和ポ
リエステル樹脂、ポリアミド樹脂、ポリスチロール樹脂
、ポリカーボネイト樹脂、塩化ビニル樹脂、ポリエチレ
ン樹脂、ポリプロピレン樹脂、アクリル樹脂等が好適で
ある。
Thermosetting matrix resins constituting the matrix resin composition include epoxy resins, unsaturated polyester resins,
Polyurethane resin, diallyl phthalate resin, phenol resin, etc. can be used, and the curing temperature is 50 to 15%.
A curing agent and other imparting agents, such as a flexibility imparting agent, are appropriately selected so that the temperature is 0°C. Therefore, to give a preferable example, epoxy resin is preferable as the thermosetting resin, and usable epoxy resins include, for example, (1)
Glycidyl ether epoxy resin (bisphenol A
, F-based epoxy resin, novolac-based epoxy resin, brominated bisphenol A-based epoxy resin); (2) cycloaliphatic epoxy resin; (3) glycidyl ester-based epoxy resin; (4) glycidylamine-based epoxy resin;
(5) Heterocyclic epoxy resin; one or more selected from various other epoxy resins are used, especially:
Bisphenol A and F and glycidylamine-based epoxy resins are preferably used. Further, as the curing agent, diaminodiphenylsulfone (DDS), diaminodiphenylmethane (DDM), etc. are preferably used. Further, as the thermoplastic matrix resin, polyacetal resin, saturated polyester resin, polyamide resin, polystyrene resin, polycarbonate resin, vinyl chloride resin, polyethylene resin, polypropylene resin, acrylic resin, etc. are suitable.

炭素繊維強化プラスチック板は通常の態様にて製造し得
るが、簡単に説明すると、所定の幅を有した、連続的に
送給される下フィルムに長繊維の炭素繊維を連続的に供
給すると共に粘度100000〜500000ポアズと
される、例えば熱硬化性マトリクス樹脂組成物を炭素繊
維へと供給し、該炭素繊維にロール等を使用して加圧加
熱含浸させ、所定厚さ、通常0.05〜0.3mmとし
、予備硬化し半硬化の状態で上カバーフィルムにて挟持
して巻取りロールに巻取ることにより製造される。使用
される炭素繊維の物性、使用量及び配列態様、更にはマ
トリクス樹脂組成物に対する含浸率を変えることにより
、又使用される熱硬化性マトリクス組成物の配合割合、
つまり特性を種々に変えることにより種々の引張強度、
引張弾性率、更には靭性を提供する炭素繊維強化プリプ
レグが作製される。次いで、補修箇所に要求される強度
、その他の特性に応じて同じ特性を有した複数枚の炭素
繊維強化プリプレグが、又は異なる特性を有した複数枚
の炭素繊維強化プリプレグが積層され、150〜200
℃にて硬化され、所定寸法の炭素繊維強化プラスチック
板が製造される。
Carbon fiber-reinforced plastic plates can be manufactured in a conventional manner, but briefly, long carbon fibers are continuously fed to a lower film having a predetermined width and continuously fed. For example, a thermosetting matrix resin composition having a viscosity of 100,000 to 500,000 poise is supplied to carbon fibers, and the carbon fibers are impregnated with pressure and heat using a roll or the like to a predetermined thickness, usually 0.05 to 500,000 poise. It is produced by pre-curing the film to a thickness of 0.3 mm, sandwiching it between upper cover films in a semi-cured state, and winding it up on a take-up roll. By changing the physical properties, amount and arrangement of the carbon fibers used, as well as the impregnation rate with respect to the matrix resin composition, the blending ratio of the thermosetting matrix composition to be used,
In other words, by changing the properties variously, various tensile strengths,
A carbon fiber reinforced prepreg is created that provides tensile modulus as well as toughness. Next, depending on the strength and other properties required for the repaired area, a plurality of sheets of carbon fiber reinforced prepreg having the same characteristics or a plurality of sheets of carbon fiber reinforced prepreg having different characteristics are laminated to form a 150 to 200
C. to produce a carbon fiber reinforced plastic plate with predetermined dimensions.

次に、本発明に係る炭素繊維強化プラスチック板を使用
した強化方法を説明する。
Next, a reinforcing method using the carbon fiber reinforced plastic plate according to the present invention will be explained.

第1図を参照すると、コンクリートスラブ1の下面1a
に接着剤3を介して、或いはプライマー(図示せず)及
び接着剤3を介して炭素繊維強化プラスチック板2を貼
付け、劣化し強度が低下したコンクリートスラブの補強
をなす強化方法が示される。
Referring to FIG. 1, the lower surface 1a of the concrete slab 1
A method of reinforcing a concrete slab whose strength has decreased due to deterioration by attaching a carbon fiber-reinforced plastic plate 2 to the concrete slab through an adhesive 3 or through a primer (not shown) and an adhesive 3 is shown.

本発明に従えば、必要に応じては簡単なケレンを行ない
、コンクリートスラブ1の被強化面1aに直接に、或い
は、プライマーを塗布した後に接着剤3が所定の厚さに
て塗布される。通常、接着剤としては炭素繊維強化プラ
スチック板のマトリクス樹脂と騨染み易い接着剤が使用
される。接着剤は、例えばマトリクス樹脂としてエポキ
シ系樹脂が使用された場合にはエポキシ系接着剤等が好
適であり、プライマーとしてはエポキシ系プライマー等
が使用可能である。該接着剤3の厚さは通常2〜5 m
 mとされる。
According to the present invention, the adhesive 3 is applied to the reinforced surface 1a of the concrete slab 1 to a predetermined thickness, either directly or after applying a primer, by performing simple cleaning if necessary. Usually, the adhesive used is a matrix resin of a carbon fiber reinforced plastic plate and an adhesive that easily stains. For example, when an epoxy resin is used as the matrix resin, an epoxy adhesive or the like is suitable as the adhesive, and an epoxy primer or the like can be used as the primer. The thickness of the adhesive 3 is usually 2 to 5 m.
It is assumed that m.

次に、炭素繊維強化プラスチック板2は、一端側をコン
クリートスラブ1に押し当てた後、次いで順次他端側へ
と、コンクリートスラブlの表面1aと炭素繊維強化プ
ラスチック板2の表面との間に空気が挟み込まれること
がないように炭素繊維強化プラスチック板2をコンクリ
ートスラブ1の被強化面1aに押付けながら貼付ける。
Next, after pressing one end of the carbon fiber reinforced plastic plate 2 against the concrete slab 1, the carbon fiber reinforced plastic plate 2 is then sequentially moved to the other end between the surface 1a of the concrete slab 1 and the surface of the carbon fiber reinforced plastic plate 2. The carbon fiber-reinforced plastic plate 2 is attached to the reinforced surface 1a of the concrete slab 1 while being pressed so that air is not trapped.

次いで、コンクリートスラブ表面1aに貼付けられた炭
素繊維強化プラスチック板2は、押圧手段10にて押圧
される。
Next, the carbon fiber reinforced plastic plate 2 attached to the concrete slab surface 1a is pressed by the pressing means 10.

本発明に従えば、押圧手段10は、エアーバッグ11と
、該エアーバッグ11に空気を送給するエアー供給手段
(図示せず)と、該エアーバッグ11をプリプレグの方
へと押付けるサポート部材12とを有する。サポート部
材12は、例えば炭素繊維強化プラスチック板の如き剛
性の平板12aと、該平板を所定圧力にて担持する長さ
方向に調整自在とされる通常のサボー)12bにて構成
するのが好適である。エアーバッグは通常0.02〜0
.1kg/cm″の空気圧とされ、圧力調整器13にて
制御される。
According to the present invention, the pressing means 10 includes an air bag 11, an air supply means (not shown) that supplies air to the air bag 11, and a support member that presses the air bag 11 toward the prepreg. 12. The support member 12 is preferably composed of a rigid flat plate 12a such as a carbon fiber reinforced plastic plate, and a normal sabot 12b that supports the flat plate under a predetermined pressure and is adjustable in the length direction. be. Airbags are usually 0.02~0
.. The air pressure is set to 1 kg/cm'' and is controlled by a pressure regulator 13.

又、必要に応しては、エアーバッグll内には可撓性の
平面状電気ヒータ等のような加熱手段15を設け、接着
剤3の硬化を促進せしめることも回部である。この場合
には、図示されるように、エアーバッグ11と平板12
aとの間にアスベストシート等とされる断熱材16を介
在させるのが好適である。
Further, if necessary, heating means 15 such as a flexible planar electric heater may be provided in the airbag 11 to accelerate the curing of the adhesive 3. In this case, as shown in the figure, the airbag 11 and the flat plate 12
It is preferable to interpose a heat insulating material 16 such as an asbestos sheet between the material and the material a.

本発明に従えば、このようなエアーバッグllを備えた
抑圧手段ioを使用するために、炭素繊維強化プラスチ
ック板2が所定の押圧力にて被強化面1aに均等に押付
けられ、又、被強化面とプリプレグとの間に空気がわず
かに残留していたとしてもこのような空気は該押圧手段
10により排出されるという効果がある。
According to the present invention, in order to use the suppression means io equipped with such an airbag ll, the carbon fiber reinforced plastic plate 2 is evenly pressed against the reinforced surface 1a with a predetermined pressing force, and the Even if a small amount of air remains between the reinforcing surface and the prepreg, this air is effectively discharged by the pressing means 10.

又、本発明の他の態様に従えば、コンクリートスラブ1
の被強化面1aに対し炭素繊維強化プラスチック板2を
所定距離にて確実に接合するために、被強化面1aと炭
素繊維強化プラスチック板2どの間に、第2図で図示す
るように、スペーサ30を設置することができる。スペ
ーサ30は任意の構造とすることができるが、本実施例
では、コンクリートスラブ面1aに適当な間隔、例えば
500mm間隔にてドライビット31を打込み、該ドラ
イビットにスペーサ螺子32が螺合される。該各スペー
サ螺子32はその端面が概略同一平面内に位置するよう
にドライビット31に対して高さ調整が行なわれる。次
いで、接着剤3が該スペーサ螺子32の高さよりわずか
に厚くなるように塗布され、その後炭素繊維強化プラス
チック板2が押圧手段10にて被強化面1aの方へと該
スペーサ螺子32にて停止されるまで押圧され、接着剤
3が硬化するまでこの状態に保持される。
Moreover, according to another aspect of the present invention, the concrete slab 1
In order to reliably join the carbon fiber reinforced plastic plate 2 to the reinforced surface 1a at a predetermined distance, a spacer is installed between the reinforced surface 1a and the carbon fiber reinforced plastic plate 2 as shown in FIG. 30 can be installed. Although the spacer 30 can have any structure, in this embodiment, dry bits 31 are driven into the concrete slab surface 1a at appropriate intervals, for example, at intervals of 500 mm, and spacer screws 32 are screwed into the dry bits. . The height of each spacer screw 32 is adjusted with respect to the dry bit 31 so that the end surfaces thereof are located approximately in the same plane. Next, the adhesive 3 is applied so as to be slightly thicker than the height of the spacer screw 32, and then the carbon fiber reinforced plastic plate 2 is moved toward the reinforced surface 1a by the pressing means 10 and stopped at the spacer screw 32. This state is maintained until the adhesive 3 hardens.

上述したようにスペーサ30は上記構成に限定されるも
のではなく、例えば0.5〜1cmの範囲の高さで種々
に準備された直径2〜3cm程度の円柱状形状物とする
ことができ、予め強化すべき被強化面1aに接着剤等で
概略同一平面を形成するように複数個のスペーサ30を
接合して構成することも可能である。
As mentioned above, the spacer 30 is not limited to the above configuration, but can be a cylindrical shape with a diameter of about 2 to 3 cm prepared in various heights, for example, in the range of 0.5 to 1 cm, It is also possible to form a structure in which a plurality of spacers 30 are bonded to the reinforced surface 1a to be reinforced in advance using an adhesive or the like so as to form approximately the same plane.

又、上記実施例では、炭素繊維強化プラスチック板2が
構築物の下面にある被強化面に貼付けられる態様につい
て説明したが、当然に該被強化面が構築物の上面に存在
している場合にも同様の方法にて強化可能である。
Further, in the above embodiment, the carbon fiber reinforced plastic plate 2 is attached to the reinforced surface on the lower surface of the structure, but the same applies when the reinforced surface is on the upper surface of the structure. It can be strengthened by the following method.

色艶立吃1 以上説明した如く、本発明に係る構築物強化方法は、エ
アーバッグを利用して炭素繊維強化プラスチック板を均
等の圧力にて被強化面に押圧することができるので、極
めて作業性が良く、炭素繊維強化プラスチック板を構築
物の被強化面に平らに貼付けることができ、且つ炭素繊
維強化プラスチック板と被強化面との間における空隙の
形成を防上し、十分な補修、補強等の強化効果を達成す
ることができ、コンクリート構造物の梁、床版、その他
種々の構築物の補強、更には構築物の防水、空気漏れ防
止等と言った構築物の強化を好適に行なうことができる
という特長を有する。
As explained above, the method for reinforcing a structure according to the present invention can press the carbon fiber-reinforced plastic plate against the surface to be reinforced with uniform pressure using an air bag, so it is extremely easy to work with. The carbon fiber reinforced plastic plate can be attached flatly to the reinforced surface of the structure, and the formation of gaps between the carbon fiber reinforced plastic plate and the reinforced surface can be prevented, allowing for sufficient repair and reinforcement. It is possible to achieve reinforcement effects such as, reinforcement of concrete structure beams, floor slabs, and various other structures, and it is also possible to suitably strengthen structures such as waterproofing structures and preventing air leaks. It has the following characteristics.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、本発明に係る構築物の強化方法を説明する工
程説明図である。 第2図は、本発明に係る構築物の強化方法の他の実施例
を説明する説明図である。 第3図は、従来の構築物の強化方法を説明する説明図で
ある。 1:コンクリートスラブ 2:炭素繊維強化プラスチック板 3:接着剤 lO:抑圧手段 11:エアーバッグ 12:サポート部材 30:スペーサ
FIG. 1 is a process explanatory diagram illustrating a method for strengthening a construct according to the present invention. FIG. 2 is an explanatory diagram illustrating another embodiment of the method for strengthening a structure according to the present invention. FIG. 3 is an explanatory diagram illustrating a conventional method for strengthening a structure. 1: Concrete slab 2: Carbon fiber reinforced plastic plate 3: Adhesive lO: Suppression means 11: Air bag 12: Support member 30: Spacer

Claims (1)

【特許請求の範囲】 1)構築物の被強化面に接着剤を介して炭素繊維強化プ
ラスチック板を貼付け、次いでエアーバッグを備えた押
圧手段により前記炭素繊維強化プラスチック板を被強化
面の方へと押圧し、構築物被強化面に該炭素繊維強化プ
ラスチック板を固着することを特徴とする構築物の強化
方法。 2)炭素繊維強化プラスチック板はスペーサにより構築
物被強化面よりの距離が調整されて設置されて成る特許
請求の範囲第1項記載の方法。 3)エアーバッグは加熱手段を内蔵しており、更に、押
圧手段は、該エアーバッグに空気を送給するエアー供給
手段と、該エアーバッグを炭素繊維強化プラスチック板
の方へと押付けるサポート部材とを有して成る特許請求
の範囲第1項又は第2項記載の方法。
[Claims] 1) A carbon fiber-reinforced plastic plate is attached to the surface to be reinforced of the structure via an adhesive, and then the carbon fiber-reinforced plastic plate is pushed toward the surface to be reinforced by a pressing means equipped with an air bag. A method for reinforcing a structure, which comprises pressing and fixing the carbon fiber reinforced plastic plate to a surface of the structure to be reinforced. 2) The method according to claim 1, wherein the carbon fiber reinforced plastic plate is installed with its distance from the surface to be reinforced of the structure adjusted by a spacer. 3) The air bag has a built-in heating means, and the pressing means includes an air supply means for supplying air to the air bag, and a support member for pressing the air bag toward the carbon fiber reinforced plastic plate. A method according to claim 1 or 2, comprising:
JP2100288A 1988-01-29 1988-01-29 Method of strengthening structures with carbon fiber reinforced plastic plates Expired - Lifetime JP2545259B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2100288A JP2545259B2 (en) 1988-01-29 1988-01-29 Method of strengthening structures with carbon fiber reinforced plastic plates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2100288A JP2545259B2 (en) 1988-01-29 1988-01-29 Method of strengthening structures with carbon fiber reinforced plastic plates

Publications (2)

Publication Number Publication Date
JPH01195025A true JPH01195025A (en) 1989-08-04
JP2545259B2 JP2545259B2 (en) 1996-10-16

Family

ID=12042887

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2100288A Expired - Lifetime JP2545259B2 (en) 1988-01-29 1988-01-29 Method of strengthening structures with carbon fiber reinforced plastic plates

Country Status (1)

Country Link
JP (1) JP2545259B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06879A (en) * 1992-06-22 1994-01-11 Iida Kensetsu Kk Method for lining profile pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06879A (en) * 1992-06-22 1994-01-11 Iida Kensetsu Kk Method for lining profile pipe

Also Published As

Publication number Publication date
JP2545259B2 (en) 1996-10-16

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