TW200837261A - Method of reinforcing existing structures using carbon fiber - Google Patents
Method of reinforcing existing structures using carbon fiber Download PDFInfo
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- TW200837261A TW200837261A TW096132911A TW96132911A TW200837261A TW 200837261 A TW200837261 A TW 200837261A TW 096132911 A TW096132911 A TW 096132911A TW 96132911 A TW96132911 A TW 96132911A TW 200837261 A TW200837261 A TW 200837261A
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- carbon fiber
- resin
- carbon
- existing structure
- reinforcement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
200837261 九、發明說明: 【發明所屬之技術領域】 補強it明it利用雜維之检、樑、板塊、煙®等構造物之 性能之補強^法^於用於提高混凝土製構造物之剪斷耐性或輪性 【先前技術】 备/Γίΐ製之樑或柱,或者橋墩、煙自等既設混凝土構造物, ^ ί,ίί:ΐϊ成耐力降低’而且由於建造時之設計基準之不 ㈣气兴很大。又,由先前之阪神•淡路大地震中,符合於 之基準的建築物的損害輕微的經驗 新财震^準 查,且對於既設構造物也要求能符合 準之新建造成$足新耐震基 通當要化費長時間’且費用亦非常魔大。因此, 著地劣化’係實施耐震補強工程。 凝土;冓造5的;法補工方法而言,已知有將鋼板繞在柱等混 設備,,有發生職題施工需要時間或大型 震補強方法之概略圖。又,圖9顯示流程圖。 枉之耐 ΐίΓΐΪίΐ纖^(CF片)之财震補強效果能充分發揮,將 之突起、高低差拆下而 =: ?、2ί;ί;ίΐ行底層處理_),以使帶有圓弧部 脂對土;里麵以獅 f _。又,此時,視需要,可利用=等進;塗 但是,底塗継佈後,於環ι钱塗歉情形,要ϋΤίΓ手 7 200837261 必指,觸乾燥狀態,於丙烯酸系底塗劑之情形, 扣甲刮過也沒有刮痕的完全硬化狀態。接著,將 (fΐ ΓF#^CF ^ 土,f°之後,實施後熟以使浸潰旨充分地硬化。 造== S =泡以脱泡輥或手爾 ί 缺 者之塗佈方法,會有由於操作 加、施工_域等原因。 μ糾,為成本增 差上:除1 層處理,必需將高低 方式進行修補ί下:與削除之面連續的 長尺布狀,董+於兮l P女U 树月日亚預先編織成 之樹_=== 200837261 尺布之表背兩面並且旋轉之一料和 置。藉由使用像這種裝置,相_於二^ ;Q輥内部設置有發熱裝 成作業時間縮短。然附施工方法,能達 為前提,與習知技術同樣地,需要將被補強體全面捲繞 硬化性樹脂,或者環氧系粘接劑等硬2二之環氧樹脂等熱 力差的問題。又,由於係使’所以有枯接 此等被認為是魅线絲料良絲姐融不均, 又’已知有一種與利用CF片之補強 既定形狀之纖_化樹賴合㈣(贈I工方^預先成形為 ㈣脂之底塗以及表塗,但是,需要枯 在 ,突起等’則與CF片貼關樣地,需要底層= 古 ί ίί 需ΐ施較cf片貼附更為大規模的平坦化,或ί200837261 IX. Description of the invention: [Technical field to which the invention belongs] Reinforcement It is used to improve the performance of structural structures such as beams, plates, plates, and smoke. Patience or Wheeling [Prior Art] Beams or columns made of Γ /Γ, or bridges, smoke, etc., concrete structures, ^ ί, ίί: reduced resistance to endurance' Very big. In addition, in the previous Great Hanshin-Awaji Earthquake, the damage to the building that met the benchmark was slightly affected by the new treasury, and the construction of the existing structure was also required to meet the requirements of the new construction. When it takes a long time to make it, the cost is also very big. Therefore, the landing deterioration is a seismic strengthening project. In the case of the method of rework, it is known that a steel plate is wound around a column and the like, and there is a schematic diagram of a time required for the construction of a topic or a large-scale seismic compensation method. Also, Fig. 9 shows a flow chart.枉之耐ΐ ΓΐΪ ΓΐΪ ΐ ΐ ^ ( CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF Fat on the soil; inside with the lion f _. Also, at this time, if necessary, you can use = to wait; after painting, after the primer is applied to the cloth, the apologizes in the ring of the money, you must ϋΤίΓ手 7 200837261 must refer to the dry state, in the acrylic primer In this case, the button is scraped and the scratched state is completely hardened. Next, (fΐ ΓF#^CF ^ soil, after f°, the post-cooking is carried out so that the dipping is sufficiently hardened. 造== S = bubble is applied to the defoaming roll or the hand coating method There are reasons such as operation addition, construction _ domain, etc. μ correction, for the cost increase: in addition to the 1 layer treatment, it is necessary to repair the high and low modes 下: long and continuous cloth with the face removed, Dong + Yu 兮 l P female U tree month Japanese pre-woven tree _=== 200837261 The back of the ruler cloth is on both sides and rotates one of the materials. By using a device like this, the phase is set inside the Q roller. The heating time is shortened. The construction method can be used as a premise. In the same way as the conventional technology, it is necessary to completely wind the reinforced body with a curable resin or an epoxy adhesive such as an epoxy adhesive. The problem of poor thermal resistance such as resin. Moreover, because of the fact that it is considered to be a fascinating sensation, it is considered that the charm of the silk thread is not uniform, and that there is a known fiber with the shape of the CF sheet.植树赖合(四)(Gift I work ^ pre-formed into (4) grease primer and surface coating, but need to be dry, protrusions, etc. Off and the CF sheet were adhered like, it is necessary for an underlying = ί ίί old patch applied ΐ more massive than the planarizing cf sheet, or ί
之成形品。因此,就柱等補強方法而I -、疑這=法施卫時,由於在施碍以強化纖維板覆蓋了 =土表面,因此,於例如發生中規模地震之情形 土疋否發生了裂痕等非常困難。 要匕旋 另一方面,已知有一種與上述全面補強不同, =法。例如’專利文獻2(日本特開昭62—244977號^以及 •1文獻3(日本特開昭62 —242058號公報)之中,磲 既存柱之耐震補強方法而言,將高強度長纖帶 ,方法。於此等之中,雖有對於纖維絲浸潰心 %,事先浸漬樹脂或於回捲後浸潰的記載,但沒有詳細 广 又,於專利文獻4(日本特開2〇〇2—心⑹號公報),提出:於 200837261The molded product. Therefore, in the case of the reinforcement method such as the column, I-, suspected that the method is applied, the surface of the soil is covered by the reinforced fiberboard, and it is extremely difficult, for example, in the case of a medium-scale earthquake. To mediate on the other hand, there is a known difference from the above comprehensive reinforcement, = method. For example, in the patent document 2 (Japanese Patent Laid-Open No. 62-244977 No. and No. 1 Document No. 3 (JP-A-62-2402058), the high-strength long-fiber belt is used for the seismic strengthening method of the existing column. In this case, there is a description of the fact that the fiber is impregnated, and the resin is impregnated before or after rewinding, but it is not described in detail. Patent Document 4 (Japanese Patent Laid-Open No. 2) - Xin (6) Bulletin), proposed: at 200837261
附羡地對於附壁之混凝土柱實施補強時,在壁上柱的縱具古A 多數貫通孔,通過該雜,將束 .柱之外周。浸潰樹脂之時點,視樹脂之硬化日_ 束之捲繞施工時’同時進行浸潰樹脂,於使用 並於現場將其捲繞並貼附。 束次視树月曰, 使,條帶之施工方法’為了得到所需補強量, .二程t雜的問題,幾乎未實用化。独韻ίϊίΐί 量S用之情形’前述片材施工方法能簡便地得到所需: 姐一 ^ 一方面,於專利文獻5 (日本特開2000 —73586 f卢八扭、 用FRP補強貼布,而即使有側 在^產 赚設開口的捲回方法。但是,此=有= 部重強貼布’因此如果與成為起點之貼布端 摇ί;ίΐ布 會生成空隙,有損害補強效果之虞,故:人 柃案在空隙間填塞灰漿等方法。 〜故有人 仍右ΐϊΐϋ用條帶或貼布之補強方法,即使在駐後,混凝土 摄结二刀路出,於中規模地震發生後之診斷容易進行。又你 較捲繞強化纖維片之情形時面積較小,因此,用 ίίί層ί;”可以較小,能省力化。但是,為得到充:: 接強度,需要底塗劑處理。 兄刀的枯 【發明内容】 至不需要習知技術必需的底塗劑處理 奮的明人等’對於巾規模地震發生後之診斷容易且r以小 里的捲諸到補強所需之補強量之使用碳纖維量多之辮^石炭纖 且甚 地震ίίίϋί為方法’其容易進行中規模 5 ^ ^ ^ V斷且轭工日守旎以最低限度實施底層處理,曰甘 10 200837261 ====方法進行探討,結果發現此等如同碟 心,而難以得J充分^麵馳去浸潰到達纖維中 脂後再捲繞的方法,但3 題。又’考慮了預先進行浸潰樹 使浸潰樹脂之黏度降低到丄二又,马p牛低後使用,如果 態造成浸潰樹脂之滴液,二硬二度所會有於此狀 止滴液之引導構態捲繞及設置用以防 換同時進行,則能接及纖維強化複合材之轉 係藉由對於待構纖維的既存構造物之補強方法, 碳纖維材料對於槿#a主&引3-厌、减維材枓後硬化,以將前述 實施,其材同時 =滴㈣丨導構件與前述碳=;:;二時之: ’對構造物之粘接及轉換為纖維強‘複二=即可’ Μ要底塗劑處理,故能達成工期縮^ 才犯_貫施,且 置,故作業性H舍材料纖維係以未浸潰樹脂之乾燥狀態設 【實施方式】 以下詳細說明本發明。又,以 造物而言,係對於鋼筋混凝土製柱⑽。 200837261 是補強對象不僅限於RC柱。 、 目^示本發明-實施形態之施工程序流程圖。 f先,實施施工位置之底層處理(Sl)。 乂 土表面裝飾的塗層剝離,並對於混凝土表 ,理係將混凝 予角落部之圓弧,並對於裂痕處等進行$進=早的整形、賦 高低差處理等。 ^ ’ Μ要大費周章的 其次,實施辮繩狀或條帶狀碳纖維材料 之捲繞(S2 )。雖然習知之利用碳纖 =^下㈣CF材料) ^劑處理,但是,本發财;前實施 讀脂之底塗。捲繞的CF材料為未浸 :^需浸 經浸潰樹脂’因此柔軟性優異,操作 由於未 強效果而各自不同,無法一概地限定,求的補 疑土製柱之祕補強時,較佳-、=例如鋼筋混 表柱剖面高度)以内之韌性捕 才之^下知。卩起异2D (D代 行捲繞補強,使自柱端部之捲料隔著既定間隔進 Μ以下。又,韌性補強ί捲、:,(P)成為5cm以上’ P/D成為 CF構件重疊地捲繞。$由於尚要較多的補強量’較佳為將 * ^ ^以外之部分適用即可。又,:發:月使用之K料於2性,強區 本發明在補強即能得到充分的剪斷補強效果。 又,的祕補強,尤其有效。 術研究所(“Ϊ斷強量’可依ί例如鐵道综合技 強施工方法設計•施'》纖維片之鐵道尚架橋桎之耐震補 也工扎針」弟3版,選擇成設計為安全側即可。 12 200837261 口上所述口又置CF材料後,浸潰樹脂並使硬化,廿日Fi 士-,料對構造物表面之轉及轉換為J =同㈣行When the reinforcement is applied to the concrete column of the wall, the vertical column of the column on the wall has a large number of through-holes, and through the miscellaneous, the column is outside the column. At the time of impregnating the resin, depending on the hardening day of the resin _ bundle winding construction, the resin is impregnated at the same time, and it is wound and attached at the site. The beam is secondary to the tree, so that the construction method of the strip is almost unutilized in order to obtain the required amount of reinforcement.独韵ίϊίΐί The situation of the amount of S used in the above-mentioned sheet construction method can be easily obtained: Sister Yi ^ On the one hand, in Patent Document 5 (Japan Special Open 2000 - 73586 f Lu eight twist, with FRP reinforced patch, and Even if there is a rollback method in which the side is made to produce an opening, however, this = there is a part of the patch that is strong. Therefore, if it is with the patch end that becomes the starting point, the cloth will generate a gap, which will damage the reinforcing effect. Therefore, the method of filling the gap between the gaps in the gap between the people and the people is still a method of reinforcing the mortar by using a strip or a patch. Even after standing in the concrete, the concrete is cut out in two ways, after the occurrence of the medium-scale earthquake. The diagnosis is easy. If you have a smaller area than when winding the reinforced fiber sheet, you can use ίίί layer;" can be small and labor-saving. However, in order to obtain the filling strength: the bonding strength is required, the primer treatment is required. The dryness of the brother's knife [invention] It is not necessary to use the primers necessary for the prior art to deal with the people who are struggling, such as the diagnosis of the towel-scale earthquake, and the reinforcement required for the reinforcement of the small-scale The amount of carbon fiber used is more than the amount ^ Carbon fiber and even earthquake ίίίϋί for the method 'it is easy to carry out the medium scale 5 ^ ^ ^ V break and yoke work day guard to minimize the implementation of the underlying treatment, 曰甘10 200837261 ==== method to explore, the results found this The heart of the dish, but it is difficult to get a full face to immerse the fat in the fiber and then wind it up, but the problem is 3, and 'considering the pre-impregnation tree to reduce the viscosity of the impregnated resin to 丄二, After the horse p cattle is low, if the state causes the dripping of the resin, the second hard degree will have the guiding configuration winding of the drip liquid and the setting is used to prevent the change, and the fiber can be connected. The transformation of the reinforced composite material is performed by the reinforcing method for the existing structure of the fiber to be constructed, and the carbon fiber material is hardened for the 槿#a main & Drop (four) 丨 guide member and the above carbon =;:; two time: 'bonding to the structure and conversion to fiber strong' complex two = can' Μ to the primer treatment, it can achieve the contraction of the project _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ [Embodiment] The present invention will be described in detail below. Further, in terms of creation, the reinforced concrete column (10) is used. The 200837261 is not limited to the RC column, and is a flow chart of the construction procedure of the present invention. f First, the bottom layer of the construction site is treated (Sl). The coating on the surface of the bauxite is peeled off, and for the concrete table, the line will be coagulated to the arc of the corner, and the crack will be made for the crack. Plastic surgery, high and low differential processing, etc. ^ ' Μ 大 周 周 , , , , , , , , , , 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫 辫However, this is a fortune; The wound CF material is not immersed: ^It needs to be impregnated with the impregnated resin', so it is excellent in flexibility, and the operation is different because it is not strong, and it cannot be uniformly defined. When it is necessary to make up the secret of the soil column, it is preferable - , = for example, the toughness of the reinforced concrete column height).卩 异 2D (D-generation winding reinforcement, so that the coil from the end of the column is inserted below the predetermined interval. Also, the toughness is strengthened, and: (P) becomes 5 cm or more 'P/D becomes CF member overlap Ground winding. $Because more reinforcement is needed, it is better to apply the part other than * ^ ^. Also, send: K used in the month is 2, strong area, the invention can be strengthened It has a strong shearing and reinforcing effect. In addition, the secret is strong and especially effective. The Institute of Technology ("Breakage and strength" can be designed according to the railway construction technology, such as the application of the railway technology. The shock-resistant repairing work is also done in the third edition, and the design is designed to be safe. 12 200837261 After the CF material is placed on the mouth, the resin is impregnated and hardened, and the next day, the Fi-shi, the material on the surface of the structure Convert and convert to J = same (four) line
材料,因此,即使欲以刷毛塗賊輥塗佈進 大之>CF 充刀物性。所以,本發明中,採用設置 :'、、 潰樹脂滴液之浸潰方法。 、 防止低黏度浸 丨導構件而言,只要是與CF材料接觸或者在引導構件斑 任立=間隔魏定之空隙設置而能防止樹脂滴液即m用 =所ΐ吏,在口罩之貼布或成形為l字狀的塑膠 脫膜性優異材料的引導構件。例如,可以 旨等構成引導構件’或塗佈公知脫模劑而 量的,要增大輕為設置献得c_與3 以=之乾圍隔離。藉由隔著空隙設置引導構件,在拆下引 之>形,由於碳纖維表面以某程度厚度之樹脂被覆,達 面保護,設置空隙之情形,隔離距離不—定要固 如以下呪明之圖2,使引導構件接觸CF材料之下部, 構件之侧面間設置空隙。 以此方式設置引導構件後,實施浸潰樹脂。實施浸潰樹脂時, 圖2、所示,對於捲繞在RC柱1之周圍的CF材料2滴加浸潰 对月曰4,並利用引導構件3防止滴液。滴加浸潰樹脂時,可使用專 用的^佈态。又,為了更提高樹脂的浸潰性,也可使用引導構件 形成密閉構造,並實施抽真空等減壓處理。本發明中,由於設置 引導,件進行浸潰樹脂,故容易使樹脂量最適化,使用不浪費。 。樹腊硬化後,或者樹脂半硬化狀態(黏度上升到不會滴液之 度P 了)日守,將设置的引導構件拆下。當不特別需要考慮美秦 等時,也可以原狀態保留引導構件。 。、一 13 200837261 本知同樣地’為保持表面美觀,在引導構件拆 ίί : ? ^ ^ΐίίί形ί (第1實施形態)之中,係於捲繞㈣料後, ίί ΐ:亚貫?浸潰樹脂,但是,亦可採用由2個以上構件 ΐΐϋϊ ΐ# ι在設置—部分構件後,捲繞CF材料,之後,設 置其餘的構件而後實施浸潰樹脂之方法。 2_上構件所構成之引導構件(以下稱為 補強方法(第2實施形態)之施工程序流程圖。 狀^施工^序=== 圖ρ顯示從紙面下部依序施工之 -~rcF#^ t構,但是,亦可在例峨 等。ct靖;材料之上部,而造出密閉空間 定於此。辦牛材貝雖歧用發泡聚乙烯等塑膠材料,但不限 説明S。1 · I先,關於底層處理’與第1實施形_樣,在此省略 一 S2 .其次’在捲繞cf材料(24) 箭, 行用以絲CFB阻斷件Α(2υ p =(21)表面進 將CFS,隔著既定卩編繞蝴 標記係對於應 CFB阻dg (22l之,置,安裝CFB阻斷件A (23)。就 之方式,使成兔【女虹口在圖4中,係以能粘接於Rc柱(21) 時成為與CF材/料(24 RC柱(21)之枯接面以及捲繞CF材料(24) 但不限定於此H)之Γ部接觸之基部的面2個面的L字狀, 設置。於本例之中,^"^牛A (23)之基部上面配合標記位置 在RC柱⑵)。中本乂枯接翁CFB阻斷件A (23)點接安裝 14 200837261 54 ·以經設置之CFB阻斷件a (23)之基部上面作為基準, 實施辮繩狀或條帶狀CF材料(未浸潰樹脂)之捲繞。捲繞量等係 依據前述第1實施形態。 ” 55 · CF材料捲繞後,安裝CFB阻斷件B (25)。CFB阻斷件 B,只要是與㈣_件A卡合料錢在其:域程中流入之浸 潰樹脂漏出者即可。又,圖4中,在CF材料24之侧面設有空隙, 此空隙之距離係依據前述第1實施形態。又,可接觸材% 之侧面設置。The material, therefore, even if it is intended to be coated with a bristled thief roll into the large > CF filling tool property. Therefore, in the present invention, a dipping method of setting: ', and a resin dripping liquid is used. In order to prevent the low-viscosity dip-lead guiding member, it is possible to prevent the resin dripping, that is, the m-use, as long as it is in contact with the CF material or in the gap of the guiding member ridges. A guiding member formed into a l-shaped material excellent in plastic release property. For example, it is possible to form the guiding member' or apply a known releasing agent, and to increase the lightness, the c_ and 3 are separated by the dry circumference. By providing the guiding member through the gap, the shape of the carbon fiber is covered with a certain thickness of the resin, and the surface is protected. When the gap is provided, the isolation distance is not determined as shown in the following figure. 2. The guiding member is brought into contact with the lower portion of the CF material, and a space is provided between the sides of the member. After the guiding member is set in this manner, the impregnating resin is implemented. When the impregnation resin is applied, as shown in Fig. 2, the CF material 2 wound around the RC column 1 is dropped with the meniscus 4, and the guiding member 3 is used to prevent dripping. When the resin is impregnated, a special type of cloth can be used. Moreover, in order to further improve the impregnation property of the resin, a sealing member may be used to form a hermetic structure, and a pressure reduction treatment such as vacuuming may be performed. In the present invention, since the member is impregnated with the resin by the provision of the guide, the amount of the resin is easily optimized, and the use is not wasted. . After the tree wax is hardened, or the resin is semi-hardened (the viscosity rises to a degree that does not drip), the guide member is removed. When it is not particularly necessary to consider the Meiqin or the like, the guiding member can be retained in the original state. . , a 13 200837261 This is the same 'to maintain the appearance of the surface, in the boot component split ίί : ? ^ ^ ΐ ίίίί (1st embodiment), after winding (four) material, ίί ΐ: 亚 ? dip Although the resin is broken, it is also possible to use a method in which the CF material is wound by two or more members ΐΐϋϊ ΐ , and then the remaining members are provided, and then the resin is impregnated. 2_ The guide member formed by the upper member (hereinafter referred to as the reinforcing method (second embodiment). Flow chart. Construction ^ Sequence === Figure ρ shows the construction from the lower part of the paper -~rcF#^ t, but, in the case of 峨, etc. ct Jing; the upper part of the material, and the creation of a confined space is set here. Although the use of beef material shells with plastic materials such as foamed polyethylene, but not limited to S. 1 · I first, regarding the underlying processing 'as in the first embodiment, a S2 is omitted here. Secondly, in the winding cf material (24) arrow, the line is used for the CFB blocking member υ (2υ p = (21) The surface enters the CFS, and the butterfly mark is interposed between the predetermined 卩. For the CFB resistance dg (22l, set, install the CFB block A (23). In this way, make the rabbit [Female Hongkou in Figure 4, The base that is in contact with the crotch portion of the CF material/material (24 RC column (21) and the CF material (24) but not limited to this H) when bonded to the Rc column (21) The surface of the two faces is L-shaped, set. In this example, the base of the ^"^牛A (23) is marked with the mark on the RC column (2). The middle part of the CF 接 CF CF CFB block A (23) Point installation 14 200837261 54. The winding of the strand material or the strip-shaped CF material (unimpregnated resin) is carried out on the basis of the base portion of the CFB stopper a (23) provided. The winding amount is based on the first embodiment described above. Form. ” 55 · After CF material is wound, install CFB blocker B (25). CFB blocker B, as long as it is combined with (4)_piece A, the impregnating resin leaks in the process: Further, in Fig. 4, a space is provided on the side surface of the CF material 24, and the distance of the gap is in accordance with the first embodiment. Further, the side of the contact material % is provided.
S6 :其:欠,實祕潰樹紅獻。目4顯*使麟脂注入系 浦(26)之例,但不限定於此等。 =:與第1、實施形態同樣地,將安裝作為引導構件之CFB阻 =斥下。然’也可保持原狀態不拆下,也可僅將CFB阻斷件 B拆下,而保持CFB阻斷件A為原狀態。 λ 形態之中’藉由以CFB阻斷件之基部(CFB阻斷件 A)作為基準實施CF材料之棬植,台匕#、订、± χ丄” ^ ㈣干 CF材料之捲繞。冊之捲此更迅速地以既定間隔實施 <CF材料〉 以下:ί以ΐ瓣材料,皆是以構件寬10麵以上編m «Γί l〇g/m^l〇Og/m 0 , 4役入在纖、准之早位面積重量大的情形為有效。例如,習 強之碳纖維片之單位面積重量,視其心方法,i 使’Λ對Γ此,本發明中使用之條帶狀cf材料,即 ,纖維!為習知碳纖維片之加倍以上 ,上工 地進行浸潰樹脂直到纖維内部。 )仍此充伤 1·條帶狀CF材料 一方才:30如圖5所示,以碳纖維束作為經線31,於 此構二強所^止不均,以聚乙烯等緯線32束結成布狀: 係使ti ^斤使隹片為同等的。再者,通常緯線 疋本發明中猎由使用粗的纖維作為緯線。能 15 200837261 ί樹脂的浸潰性提高。使用之緯線,如果使用0 lm 纖維,能得到較佳結果。又,如果緯線咖〜5mm之粗 保持作為經線之碳纖維之直線性,為較佳:。’、、、〜,則能S6: Its: owe, the real secrets are red. The purpose of injecting the lining into the system (26) is not limited to this. =: In the same manner as in the first embodiment, the CFB resistance as the guiding member is mounted. However, it is also possible to keep the original state without being removed, or to remove only the CFB blocker B while keeping the CFB blocker A in the original state. In the λ form, the CF material is implanted by using the base of the CFB blocker (CFB blocker A) as a reference, and the winding of the CF material is completed. This volume is more quickly implemented at a given interval. <CF material> The following: ί ΐ 材料 material, all with a member width of 10 or more m «Γί l〇g/m^l〇Og/m 0 , 4 It is effective to enter the fiber and the early weight of the area. For example, the weight per unit area of the carbon fiber sheet of Xiqiang is determined by the method of the heart, and the strip cf used in the present invention is used. The material, that is, the fiber, is doubled over the conventional carbon fiber sheet, and the resin is impregnated into the fiber on the work site.) Still the wound is 1. The strip-shaped CF material is only one side: 30, as shown in Fig. 5, with a carbon fiber bundle As the warp 31, the structure is not uniform, and the woven line 32 of polyethylene or the like is bundled into a cloth shape: the ti jin is made equal to the 隹 。. Further, the latitude 疋 is in the present invention. Use coarse fiber as the weft. It can improve the impregnation of the resin. The weft used, if you use 0 lm fiber, you can get Good results and, if the weft holding coffee ~5mm the crude linear carbon fibers as the warp, is preferred: ',,, ~, is able to
30 CP f現場拉岭制,如料岭射科送, 2方面,如圖6所示以連結線相連者, 更難。 觀上係使用大的單面位積重量的條果,在外 由於以連結線將條帶連結,因此,卞二數&即可。又, 結者’可配合部位形狀ίίΐ=ί之經連 原狀態使用構成條帶狀CF#料之^Ρ。了錢、-線而吕,可以 2·辮繩狀CF材料、 物辮繩由」=基本;L僅由經線所構成者,與由經線、緯線構成之「η 叙「編物」並不相同。本發明中使用ί 形狀之平辮,及編钟么及/、他夕股辮繩。又,有編織為成扁平 繩狀CF材料之概^圖、_的圓辮。圖7顯示形成8股圓辮之辮 3·強化纖維 内,,用碳纖維’但是,在沒有問題的範圍 可視用途適當彳其他有賴料混合使用, 之访孅給使用之反纖維,例如,使用在依據JIS K 707330 CP f on-site pull-up system, such as the material shooter delivery, 2 aspects, as shown in Figure 6, connected by the connecting line, more difficult. In view of the fact, the strips with a large single-sided product weight are used, and the strips are connected by a connecting line. Therefore, the number two can be used. In addition, the knot can be used in conjunction with the shape of the part ίίΐ=ί in the original state to form a strip-shaped CF# material. The money, the line and the Lv, can be 2. The rope material of the reincarnation, the material reins "= basic; L is only composed of the warp, and the "η" "woven" composed of warp and weft does not the same. In the present invention, the shape of the ί, and the chime and/or the 辫 辫 。 are used. Further, there is a circular shape of the CF material which is woven into a flat rope shape. Figure 7 shows the formation of 8 strands of round 辫3·in the reinforced fiber, using carbon fiber 'however, in the range without problems, it can be used as appropriate, and other materials are used in combination, and the anti-fiber used for the visit is used, for example, in According to JIS K 7073
====拉料驗方法之中,高強度類型為Wx 早1·頒型為4.4〇xl〇5N/mm2、高彈性類型為6.40X 16 200837261 10 N/mm之拉伸彈性係數的材料。 〈浸潰樹脂〉 ’可使用常溫硬化型或熱硬化型之環氧樹脂、| 為使用吊温硬化型之環氧系樹脂。本發明之中, ❿貝·日之越較佳為予以最適化,尤其,於聊,ΜΑ==== Among the tensile test methods, the high-strength type is Wx early 1. The type is 4.4〇xl〇5N/mm2, and the high elastic type is 6.40X 16 200837261 10 N/mm. <Immersion resin> A room temperature hardening type or a thermosetting type epoxy resin can be used, and | is an epoxy resin which uses a ceiling heat curing type. In the present invention, the better the mussels are better, especially in the chat.
K〇NISHI«)tSa〇^rCFB5〇〇j H 卫方法用、樹脂灰細之低黏度環氧樹脂。 此等ΪΙ例舉加輯本發3爾制,但是本發料僅限定於 實施例1、2 <補強構件>K〇NISHI«)tSa〇^rCFB5〇〇j H wei method, resin gray fine low viscosity epoxy resin. These examples are in addition to the third embodiment, but the present invention is limited to the embodiments 1, 2 < reinforcing member>
使用的碳纖維,係使用TORAY製商品名rT0RAYCA T700S 12K」(拉伸強度=49〇〇]y[pa、拉伸彈性率=23〇GPa、 ^EX 800g/km),辮繩CF材料(實施例1),定為5條7束的辮子, 寬15mm、^量3〇g/m (單面位積重量:1〇〇〇g/m2)。又,條帶狀 CF材料(實施例2),使用TORAY製商品名rT0RAYCA T700S-24K」(拉伸強度=49⑻、拉伸彈性率=⑽、 TEX-l^Og/knO ’製作寬3〇mm、重量s〇g/m (單面位積重量: 1000g/m )之直線狀條帶。 、 表1 補讎件 麵 拉伸強度 拉伸彈性率 斷麵變 (g/m) I (N/mm2) (N/mm') (X嫌) of mm 30 2,224 U)6x1W 23, 400 GF條帶 30 3,800 2,39xl〇5 16,300 將上述辮繩及條帶以100mm間隔,辮繩以5圈、條帶以5層 地條紋狀地捲繞在經底層處理的鋼筋混凝土。 17 200837261 其次,在捲繞有各條紋狀之碳纖維正下方,貼附作為引導構 件之發泡聚乙烯,之後,適當流入作為浸潰樹脂之KONISHI (股) 製商品名「CFB500」實施浸潰。使用之浸潰樹脂性狀如下所示。 又’樹脂有夏用及冬用’本實施例中使用冬用「QPB500W」。 表2 品名 CFBi 500S1夏用) CFB500W(冬用) 項目 主劑 硬化劑 主劑 硬化劑 主成分 環氧樹脂 1讓醫式多元胺 環氧樹脂 改性脂環式多元胺 改性脂肪族多元胺 多元硫醇 混合比(質量比) 2 1 2 1 混合黏度 590mFa*s(20°C) 540ϊ Ti:Pa»s(20°Q) 拉伸強度(M/mm2) 含各、床人He*、、+ · /士 . 39,1 46.7 試驗方法:依據JIS K7113,1號模型試驗法。2〇〇c。後熟7日。 接脂後’於浸潰樹脂半硬化的時點,將引導構件拆下。 後热至充为硬化為止之後,確認粘接性,發現已充 之材料並確認其剖面,發現樹脂已充分地浸潰至到達 強效果。σ X M此方柄械之硬化材料齡充分的勃性補 圖式簡單說明】 Ξ 施形態之補強方法流程圖。 圖 圖 。如林㈣丨魏形態之補強方法之—部分工程概略 Γ/ΐ示第2實施形態之_方法流程圖。 。顯林發㈣4實施獅之補龄法之—部分卫程概略 明f财料使狀條雜麵維概略s 顯4發明觀找愤用之料狀錢圖實施 18 200837261 形態概略圖。 圖7顯示本發明補強方法中使用之辮繩狀碳纖維概略圖。 圖8顯示利用習知碳纖維片之補強方法概略圖。 圖9顯示利用習知碳纖維片之補強方法流程圖。 圖10顯示習知工程中 ,底層處理(高低差處理)之說明圖 【主要元件符號說明】 卜21 RC柱 2、24 CF材料 3引導構件 4浸潰樹脂 22標記 23 CFB阻斷件A 25 CFB阻斷件B 26樹脂注入栗)甫 30條帶狀CF材料 31 經線(碳纖維) 32 緯線 33 連結線 19For the carbon fiber to be used, the product name rT0RAYCA T700S 12K" by TORAY (tensile strength = 49 〇〇] y [pa, tensile modulus = 23 〇 GPa, ^ EX 800 g / km), rein CF material (Example) 1), set as 5 strips of 7 bundles, width 15mm, ^ 3〇g / m (single-sided product weight: 1〇〇〇g / m2). Further, the strip-shaped CF material (Example 2) was made to have a width of 3 mm by using the product name rT0RAYCA T700S-24K by TORAY (tensile strength = 49 (8), tensile modulus = (10), and TEX-l^Og/knO'. , Straight strip with weight s〇g/m (single-sided product weight: 1000g/m). Table 1 Tensile strength of tensile surface section Tensile elastic modulus section change (g/m) I (N/ Mm2) (N/mm') (X suspect) of mm 30 2,224 U)6x1W 23, 400 GF strip 30 3,800 2,39xl〇5 16,300 The above reins and strips are spaced at 100mm and the reins are 5 turns. The strips are wound in a stripe pattern on the bottom layer of reinforced concrete. 17 200837261 Next, a foamed polyethylene as a guide member is attached directly under the carbon fiber in which the stripe is wound, and then impregnated with a KONISHI brand name "CFB500" as a impregnating resin. The properties of the impregnated resin used are as follows. Further, 'resin has summer and winter use'. In the present embodiment, winter "QPB500W" is used. Table 2 Product Name CFBi 500S1 Summer) CFB500W (Winter) Project main agent hardener main agent hardener main component epoxy resin 1 medical polyamine epoxy resin modified alicyclic polyamine modified aliphatic polyamine Mercaptan mixture ratio (mass ratio) 2 1 2 1 Mixed viscosity 590mFa*s (20°C) 540ϊ Ti:Pa»s(20°Q) Tensile strength (M/mm2) Including each bed, He*, + · /士. 39,1 46.7 Test method: According to JIS K7113, model test method No. 1. 2〇〇c. After 7 days. After the grease is attached, the guiding member is removed at the time of the semi-hardening of the impregnating resin. After the heat was applied until the curing was completed, the adhesion was confirmed, and the filled material was found and the cross section was confirmed, and it was found that the resin was sufficiently impregnated to achieve a strong effect. σ X M The hardening material of the hardening material of this stalk is full of sufficiency. The simple explanation of the figure] The flow chart of the reinforcement method of the modal form. Figure figure. For example, Lin (4) 补 形态 形态 形态 — 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 部分 方法 方法 方法. Xian Linfa (4) 4 implementation of the lion's method of supplementing the age - part of the outline of the plan clearly f material to make the shape of the noodles dimension s display 4 inventions look for the use of the material for the use of money 18 200837261 morphological diagram. Fig. 7 is a view showing an outline of a string-shaped carbon fiber used in the reinforcing method of the present invention. Fig. 8 is a schematic view showing a reinforcing method using a conventional carbon fiber sheet. Figure 9 shows a flow chart of a method of reinforcement using conventional carbon fiber sheets. Fig. 10 is a view showing the description of the underlying processing (high and low difference processing) in the conventional engineering [main element symbol description] 221 21 RC column 2, 24 CF material 3 guiding member 4 impregnating resin 22 mark 23 CFB blocking member A 25 CFB Blocking member B 26 resin injection chestnut) 30 strip CF material 31 warp (carbon fiber) 32 weft 33 connecting line 19
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JP2006240214A JP4638850B2 (en) | 2006-09-05 | 2006-09-05 | Method for reinforcing existing structures with carbon fiber |
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CN (1) | CN101512083B (en) |
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JPH07111080B2 (en) * | 1986-07-03 | 1995-11-29 | 清水建設株式会社 | Reinforcement method for concrete columnar body with high strength fiber prepreg |
JP3362737B2 (en) * | 1991-05-13 | 2003-01-07 | 東レ株式会社 | Reinforcement method of cement-based structure |
JPH04360944A (en) * | 1991-06-07 | 1992-12-14 | Mitsui Constr Co Ltd | Reinforcing material for column member |
GB9501193D0 (en) * | 1995-01-21 | 1995-03-15 | Devonport Management Ltd | Reinforced material |
JPH08218646A (en) * | 1995-02-10 | 1996-08-27 | Mitsui Constr Co Ltd | Method of reinforcing concrete structure |
JP2001123579A (en) * | 1999-10-26 | 2001-05-08 | Takao Shoji:Kk | Sheet for reinforcing concrete |
TWI225116B (en) * | 2000-06-29 | 2004-12-11 | Nippon Oil Corp | Structure reinforcing method, structure-reinforcing reinforcing fiber yarn-containing material, reinforcing structure material and reinforced structure |
EP1346118A4 (en) * | 2000-10-30 | 2007-05-30 | Maintenance Professional Co Lt | Composite panel for repairing, reinforcing concrete body and method of using the same |
CN1517494A (en) * | 2003-01-16 | 2004-08-04 | 深圳市海川实业股份有限公司 | Application of Fanglun fiber cloth in structural engineering |
JP4020005B2 (en) * | 2003-05-08 | 2007-12-12 | 株式会社大林組 | Reinforcing structure and reinforcing method using reinforcing material made of fiber reinforced resin |
JP3862700B2 (en) * | 2004-01-30 | 2006-12-27 | 電気化学工業株式会社 | How to repair and reinforce structures |
JP2006233352A (en) * | 2005-02-24 | 2006-09-07 | Toray Ind Inc | Knitted material and method for repairing/reinforcing structural material |
JP2007113346A (en) * | 2005-10-24 | 2007-05-10 | Nippon Oil Corp | Shearing reinforcement method for concrete structure using braid-like carbon fiber |
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TWI413724B (en) | 2013-11-01 |
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CN101512083B (en) | 2012-07-18 |
JP4638850B2 (en) | 2011-02-23 |
WO2008029795A1 (en) | 2008-03-13 |
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