TW200815652A - Method for reinforcing wooden structure - Google Patents

Method for reinforcing wooden structure Download PDF

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TW200815652A
TW200815652A TW95135279A TW95135279A TW200815652A TW 200815652 A TW200815652 A TW 200815652A TW 95135279 A TW95135279 A TW 95135279A TW 95135279 A TW95135279 A TW 95135279A TW 200815652 A TW200815652 A TW 200815652A
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Taiwan
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wood
reinforcing
quot
cap
wooden structure
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TW95135279A
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Chinese (zh)
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TWI328066B (en
Inventor
Yeou-Fong Li
Ming-Jer Tsai
Ting-Fang Wei
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Univ Nat Taipei Technology
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Abstract

The present invention discloses a method for reinforcing a wooden structure, wherein a through hole is formed in a wooden structure in a direction; and then a penetration member extends through the through hole; and finally, two fastening nuts are respectively set in engagement with opposite ends of the penetration member.

Description

200815652 九、發明說明 • ... ; :Λ 七::... Λ: :' ..-二…. . . . 【發明所屬之技術領域】:) • . •丨:' ' ' ...· . _ 、;. . ; ; . ' .... - . ·.、 」·,: * . k ' ' · .·_ ,— \ : · .. 本發明係關於一種補強方法,特別是關於一錄處屯 【先前技術】 、彳丨 巧值之古,築物、傳統聚落、古市衔黑 =見證,也代表民族傳統文化之表徵, °但古蹟與歷史建築物會因不同影 也可能因過去不同時代的累積及時ί UU建築,’以延續它為我們及後代魏jj 黉 重視的是傳統空_態、技術、材料、卫法的保留與^ 承,因此如何達到建築本身的「原樣修復」,是保存工作 的核心課題。「歷史建築保存」是「地域性的修景」,亦 即以”護、復原、修補、補強、局部改建、加建等方法, 以促成地域風格的效果。總而言之,歷史建築的保存重 點在於能夠活用,較關注居民的日常生活及地域風格的 整體效果。 ^爾内近年來投入相當的經費進行古蹟與歷史建築的 ^復,存工作,但是這些修復褚強後的古蹟與歷史建 築,是否能達到耐久與耐震的效果引發許多質疑。九二 一地震時’許多歷史建物也有不同程度的損壞,古蹟^ 200815652:;':::::病 識 重於歷史_ :,限等 〈麵 腦 ί^巧照原有形貌修復,並得依其性質,由 所有人、使用人或管理人提出計晝,經主管機關.嚿 默23制_」、騎 文*「的二十條增列了保存科學的應用技術等 盥工去·\H復計晝之提出,必要時得採用覌代科技 為国方震、防災、陳等機能」。這無疑的 5修復實務引用現代科技與工 w ,到保存目的,為必然之趨勢。 • 1台灣氣候潮濕多雨,加上木材為-種生物性的材 Π:;;評生物性因子與非』 物易於傾倒、毁壞。另,方面加上台灣】音 興起一 論屋_式為何之古蹟與歷歧築,木樑承擔-^伤之屋頂重量。在台灣高溫高濕氣候下,木材^存 ^不易,加上蟲害侵蝕,雙重交互作用下,讓材、易 失去其抵紐力。當地震來臨,老化且域的木襟已^ 200815652 .-. ..... · ' . - : 法承受襄巧重筆日夺’會進—步而造成古蹟與藶史建築游 ' . . . . . . - ,. _ 1參今圖一,係為一常見的木造結構體侧邊斷面之 實$照片,由照片中可以看到該木造結構體雖然整體外 i尚和保持’然其辦面處(通常是木造結構體的兩相對 端)卻可«顯看出由於環境或是時間的因素造成該木 _結構體之劣化。若該木造結構體是屬於古蹟中的支撐 樑柱^J會有因強度不足而易在地震時造成坍塌之危險。 年的921地震發生後,許多木構造古蹟與歷史 建築均受到損壞。若要對這些古蹟及歷史建築進行修復 補彈,必須先進行調查修復褚強對象的損壞類型、損壞 程度及歷經歲月後這些建築老化、腐蝕的情形,經過評 估後,再研擬補強對策進而進行修復補強的工作。礙於 文資法中對於古蹟文物修復補強之限制,a前常見的^ 造結構體補強方法為尋找比例大小均相仿的另一木造結 構體進行^換。此補強方法雖然有效降低木造古蹟的坍 塌機率,卻存在有二大主要缺點: Ψ 第一 ’抽換的木造結構構件僅能在結構上做補 丨5,對於古蹟與歷史建築原有之雕刻及 衫繪均無法保存,這樣的修補工作僅能 保存古蹟的大結構,卻無法留給後人古 +蹟的完整風貌及精神。 第二’ ί多數的古蹟以及歷史建築為木造建 築,抽換補強工法不但耗費人力及時 間’更進一步的耗費大自然的木材資 源。且此一抽換之新木造結構體將與原 nr ^ ^ m ^ 下,二ί心木材的钱以保護我們的環境,有发 被探討及發展之重要性。…' 200815652 ... . . : .; .· ·. . . . ; . . ; 、本發明之主要目的在於提供應用於古績木構造體之 補強方法。200815652 IX. Invention Description • ... ; :Λ :7::... Λ: :' ..-二.... . . . [Technical field of invention]:) • . •丨:' ' ' .. .· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . It is about a recorded place [previous technology], the value of the ancient value, the building, the traditional settlement, the ancient city title black = witness, also represents the representation of the national traditional culture, ° but the monuments and historical buildings will also be different It may be due to the accumulation of different eras in the past ί UU architecture, 'To continue it for us and the descendants Wei jj 黉 is the preservation of traditional _ state, technology, materials, health law, and how to achieve the building itself The original repair is a core issue of preservation work. "Historical Building Preservation" is a "regional landscape", which means "protection, restoration, repair, reinforcement, partial reconstruction, addition and construction, etc., to promote the effect of regional style. In short, the preservation of historical buildings is focused on Invasive use pays more attention to the overall effect of residents' daily life and regional style. ^In recent years, he has invested considerable funds in the restoration of historical sites and historical buildings, but the restoration of these monuments and historical buildings The effect of reaching durability and shock resistance caused many doubts. During the September 21 earthquake, many historical buildings also suffered from different degrees of damage. Monuments 2008 18652:;:::::: Disease is more important than history _:, limited, etc. ^ It is repaired according to its original form, and it can be calculated by the owner, user or manager according to its nature. It is added by the competent authority, the silent system 23, and the 20 articles of the riding Save the scientific application technology and other work to go to the \H re-planning, if necessary, you must use the Sui Dynasty technology for the national earthquake, disaster prevention, Chen and other functions." This undoubtedly 5 repair practice cites modern technology and work, to the purpose of preservation, is an inevitable trend. • 1 Taiwan's climate is humid and rainy, plus wood is a biological material ;:;; biological factors and non-materials are easy to dump and destroy. In addition, the aspect plus Taiwan] sounds up to the house _ style of the monuments and the history of the building, the wooden beam bears - ^ the roof weight of the injury. Under the high temperature and high humidity climate in Taiwan, the wood is not easy to be stored, and the pests are eroded. Under the double interaction, the materials are easily lost. When the earthquake is coming, the aging and domain of the raft has been ^ 200815652 .-. ..... · ' . - : The law bears the clever re-enactment of the day and will make the historic and historical buildings tour. . . . - ,. _ 1 Figure 1 is a real photo of a side section of a common wood-made structure. It can be seen from the photo that the wooden structure is still intact. At the office (usually the opposite ends of the wooden structure), it can be seen that the deterioration of the wood structure due to environmental or time factors. If the wooden structure is a support beam in the monument, there will be a risk of collapse due to insufficient strength due to insufficient strength. After the 921 earthquake in the year, many wooden structures and historical buildings were damaged. In order to repair these monuments and historical buildings, it is necessary to investigate and repair the types of damage, the degree of damage, and the aging and corrosion of these buildings after the years. After evaluation, the research will be carried out to reinforce the countermeasures. Fix the work of reinforcement. Due to the limitations of the cultural assets law on the restoration and restoration of ancient cultural relics, the common method of reinforcing the structure before a is to find another wood-forming structure with similar proportions. Although this reinforcement method effectively reduces the probability of collapse of wooden monuments, it has two major drawbacks: Ψ The first 'replaced wooden structural members can only be used to make up the structure 5, for the original carvings of historic and historical buildings and The paintings can not be saved. Such repair work can only preserve the large structure of the monuments, but it can not be left to the complete style and spirit of the ancients and traces of future generations. The second most important monuments and historical buildings are made of wood. The replacement and reinforcement method not only consumes manpower and time, but further consumes natural wood resources. And this new wooden structure will be exchanged with the original nr ^ ^ m ^, the money of the wood to protect our environment, the importance of being explored and developed. ...' 200815652 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

• .... - · ;· · - * . 本發明係揭露一種木造結構體之補強方法,首先木造 結,體於一預定方向被施予貫穿一貫穿孔;接著一貫穿構 件貫穿上述貫穿孔;最後二個結合帽分別結合於上述之貫 穿構件之兩相對末端y歲v J 〜綜上所述,本發明係遂過現代科技與材料之結合未進 $木造結構體之補強,對於政府極為重視的古蹟與歷吏建 f保存實務以及921災後古蹟與歷史建築的修護極具意 義’同時透過補強措施,可減少拆除古蹟與歷史建第 結碰,保存更多的文化資產及提昇災後修復 另外,可使得木材此一生態資源不至於浪費,進—步^存 護地球生態環境。 夂 【實施方式】 如同上述先前背景中所述,目前古蹟或是老式的太 造p巾,其木造_體__及環賴 f在會因為地震或是其他因素造成木造建築之坍塌。本 冬1係希望揭露一木造結構構件之補強方法,希望可以 同時2到劣化補強、耐震補強與強度補強等之目的。 h清參考_二’係為—較佳實柳巾,本發明所揭露之 木構體之補強方法實施流程簡圖,請一併參考圖三A 二圖三B,其係為以本發明所揭露之補強方法進行結構褚 強之一木造結構體例示。圖二中包含了以下步驟: 予孙=1):木造結構體1於—縣方向被施 【[貝牙 貫穿孔1G係貫穿木造結構體1之兩 巧,面al及a2,在此實施例中預定方向儀為χ向 j義如圖三A中所示)。實施貫穿孔的預定方向取決於 =造結構體之受力方向,以承受整體結構之抗彎力矩, 本务明不於此貫穿方向進行任何之限制,另外,貫穿木造 結構體的方式亦不加以限制,對較大型的木造結構體^• .... - · ; · · - * . The invention discloses a method for reinforcing a wooden structure, firstly wood-forming, the body is applied through a uniform perforation in a predetermined direction; and then a through member penetrates the through hole; The last two binding caps are respectively combined with the two opposite ends of the above-mentioned penetrating member. The invention is based on the combination of modern technology and materials, and is not reinforced by the wood-made structure, and is highly valued by the government. The monuments and the preservation of the historical construction and the restoration of the historic and historical buildings after the 921 disasters are of great significance. At the same time, through the reinforcement measures, the demolition of historic sites and historical constructions can be reduced, more cultural assets can be preserved and disasters can be repaired. This can make the ecological resources of wood not to be wasted, and to protect the earth's ecological environment.夂 [Embodiment] As mentioned in the previous background above, the current monuments or old-fashioned Taizhi p-belts, the wood-made ___ and the 赖 f f will cause the collapse of the wooden building due to earthquake or other factors. This winter 1 series hopes to expose the reinforcement method of a wooden structural member, hoping to simultaneously achieve the purpose of deterioration reinforcement, seismic reinforcement and strength reinforcement. h clear reference _ two 'system is - preferred solid liuhua, the implementation of the method for reinforcing the wood structure disclosed in the present invention, please refer to Figure 3A, Figure 2B, which is based on the present invention The method of reinforcing the revelation is exemplified by one of the structurally stubborn structures. Figure 2 contains the following steps: 予孙=1): The wooden structure 1 is applied in the direction of the county [[Beam through hole 1G system runs through the two structures of the wooden structure 1, face al and a2, in this embodiment The predetermined direction indicator is shown in Figure 3A. The predetermined direction of the implementation of the through-hole depends on the direction of the force acting on the structural body to withstand the bending moment of the overall structure. The present invention does not impose any restrictions on the through-direction, and the method of penetrating the wooden structure is not Restricted to larger wooden structures ^

二電,鑽頭進行鑽孔’而對於較倾穌 人工手動鑽孔即可〇 , ^ V ^ 102 (S102 ): - » f 2 - f f f ^ 10° 變ί ?末端。結合帽3係以機械錯合之型式與貫· I S ’可以是任何型式的卡合或是以螺紋的方式鎖 ϋΐ f + ’貫穿獅2可為-具有雜之表皆 之蟬杯,而結合帽可為配合該螺桿之螺帽。 + &由i所述,可看出本發明所揭露之木造結構體之補強 播1ι«二希望提供木造結構體一補強之結構,以上述之貫穿 _牙=木造結構體中,不僅可以提高木造結構體整體之 Ϊ度,f進一步地符合文資法中“·······保存原有形貌修 ΐϋ之規定。此一可逆性的實施工法不僅簡易方便, /、可反覆抽換,亦符合保存科學的應用技标之可替代 性0 .. · . 了—— .· ; 明所揭露之木造結構體之補強方法,並沒有限定 二牙=之數目,施工者可以視欲補強木造結構體之狀 同數量貫穿構件的實施以進行有效的補強。同 貝牙構件之斷面大小亦需視木造結構體之大小以及 一处環纟兄的抗晨需求改變之,同樣不於此進行限制。請進 二步,考圖四A〜圖四B,係為本發明所揭露之木造結構 丄之補強方法實施於不同木造結構體之實施態樣。圖四A 中之矩型木造結獅4軌二貫f構件41聽合之結合 帽行補強;而圖四B +之圓柱型木造結構體5係以 2叉牙,件&及相配合之結合帽52進行補強。配合腐朽 邛伤,貝穿構件位置亦可任意。 #刖,之實施例中,僅就單一方向進行木造結構體之補 強。雨本㈣並*欲蚊賴露之觀紐於木造結構體 上之實施方向,針雜大體積献受力方向較複雜之木造 結構體,亦可同時進行多向的補強。 200815652 a本發明所揭露之木造結構體補強方法中,貫穿槿株〆 _腦_體之__ 描、3 圖五,係為另-較佳實施卿本發明所 方法實施流程簡圖’請一併參考圖六A〜祕 揭露之補強方法進行結構補強之一 _謂 ;S601}: 貫穿孔6G係㈣木造結碰6之兩 ^對_ Μ及b2 ’在此實施例中預定方向係為χ向(χ 向之定義如圖六A中所述)。如同前述實施例貫穿孔的方 向取決浦木躲髓技力方向,财^ 彎力矩,本個輸鱗對貫穿方向進行任之抗 步驟602 (S602) ··螺桿7貫穿前述之貫穿孔⑻。 步驟603 (S603) :二個墊片8分別貫穿螺桿7之兩 相對末端。 步驟604 (S604):二個結合帽9分別結合於螺桿7 之兩相對末端並分別將二個墊片8固定於木造結構體6與 結合帽9之間。結合帽9係以機械錨合之型式與螺桿7結 合,在此實施例中結合帽9為配合螺桿7之螺帽,以鎖合 的方式與螺桿結合。丨^ ' Γ 而上述不同實施例中,貫穿構件所使用之材料係可為 纖維高分子複合材料(FIBER REINFORCED PLASTIC; FRP),在較佳實施例中,可為俗稱塑鋼材料的玻璃纖維^ 合材料(GLASS FffiER REINFORCED PLASTIC,GFRP), 或是碳纖維複合材料(CARBON FIBER REINFORCED PLASTIC,CFRP)。纖維高分子複合材料之特色為:⑴耐 200815652 搬運及妒ΐ *破i3重量輕一約為鋼材1/4重量,方便 時兼農與碳纖維強化高分子材料,即是同 相ΐ t ϊΐ耐腐钕等優點之纖維高分子材料, 相田適δ應用殄本發明所揭露之補強法裡之貫穿構件。 高分鮮合材料中’ 現。若篇聽^之貫穿構件材料。在反覆的讀中吏發 ,’鋼材質之貫穿構件搭配上丙烯腈一丁二婦一苯 2,、聚合物御肌_刪寵娜 ... ---......... .......... ,綜上所碟,本發明所揭露之木造體結構之補強方法, 至少具有如下之優點: 第 ' . --- "-. 圓 ., . .. 第 具有可逆性之優點,符合文資法所要求之 「必要時得採用現代科技與工法,以增加 其防震、防災、防蛀等機能」。當曰後發展 出張力更佳之材質,可將現有之貧穿構件 取出進行抽換,更可呼應保存科學的應用 技術之可替代性。 . ' . _ . 本發明係透過現代科技與材料之結合來進 行木造結構體之補強,對於政府極為重視 的古蹟與歷史建築保存實務以及921災後 古蹟與歷史建築的修護極具意義,同時透 過補強措施,可減少拆除古蹟與歷史建築 木構造,保存更多的文化資產及提昇災後 笫三 透過本發明之補強方法可使得木材生態資 屬不至於浪費,進一步可保護地球生態環 第四, 本發明所揭露之補強方法相較於傳統抽換 11 200815652 :逢築上原有之雕刻及彩繪,完整地保存了 文化遺產之原貌及精神。 本發明雖以較佳實例闡明如上,然其並非用以限定本 發明精神與發明實體僅七於上述實施例。對熟悉此項技術 者,當可輕易了解並利用其他元件或方式來產生相同的功 效。是以,在不脫離本發明之精神與範圍内所作之改, 均應包含在下述之申請專利範圍内。 【圖式簡單說明】 藉由以下祥細之指ί述結合所附圖示,將可輕易的了解 上述内容及此項發明之諸多優點,其中: 圖一係為一常見的木造結構體侧邊斷面:^實體照片· 圖二係為一較佳實施例中,本發明所揭露之木造結構 體之補強方法實施流程簡圖; .. . . . ,..... ..·...... ...... 圖二Α〜圖三β為一實施例中,以本發明所揭露之補 強方法進行結構補強之一木造結構體例示; ; - :· . . ;· V: . .. :. # 圖四Α為另一實施例中,以本發明所揭露之補強方 進行結構補強之一木造結構體例示; ' · , . ....... . 、…圖四[為另—實施例中,以本發明所揭露之補強方法 進行結構補強之-木造結構體刼示; , . . - ' . , . - 圖五係為另—較佳實施例中,本發明所揭露之木迭沾 構體之補強方法實施流程簡圖;及 V木‘ 夕、老· t圖六B為圖五之實施例中’以本發_揭露 之補強方錢行結構麵之一木造結顧例示。 12 200815652 【主要元件符號說明】 :: -' · ....... ( S101〜S103各流程歩驟 - ' - - ' - - / · . . . - Λ . S601〜S604各流程步驟 π木造結構體 al木造結構體1之斷面 】木造結構體1之另一斷面 10貫穿孔 2貫穿構件 3結合帽 - -[ - . 4木造結構體丨入彳 41貫穿構件 42結合帽 5木造結構體 51貫穿構件 52結合帽 ,::: ... ...... . 6木造結構體 bl木造結構體6之斷面 b2木造結構體6之另一斷面 60貫穿孔 - , -* 7螺桿 8墊片 13 200815652Second, the drill bit is drilled', and for manual drilling, it can be 〇, ^ V ^ 102 (S102): - » f 2 - f f f ^ 10° ί ? The combination cap 3 is mechanically misaligned with the type of IS · IS can be any type of snap or threaded lock + f + 'through the lion 2 can be - with a variety of 蝉 cups, combined The cap can be a nut that fits the screw. + & As described in i, it can be seen that the reinforcing structure of the wooden structure disclosed in the present invention is intended to provide a structure in which the wood-made structure is reinforced, and in the above-mentioned _ tooth = wooden structure, not only can be improved The overall degree of wood-made structure, f is further in line with the provisions of the literary capital law "······ preservation of the original shape of the repair. This reversible implementation method is not only simple and convenient, /, can be repeatedly pumped It is also in line with the substitutability of the application of scientific science for preservation science. 0.. · . . . The method of reinforcing the wooden structure revealed by Ming is not limited to the number of teeth = the constructor can The shape of the reinforcing wood-made structure is the same as the number of penetrating members to effectively reinforce. The cross-sectional size of the shell-shaped members also depends on the size of the wood-made structure and the resistance to the morning needs of a ring-shaped brother. This is a limitation. Please proceed to the second step, which is shown in Figure 4A to Figure 4B, which is the implementation of the method for reinforcing the wooden structure of the invention disclosed in different wooden structures. The rectangular wood in Figure 4A Lion lion 4-track two-pass f-member 41 The combination of the cap and the row of the tree structure is enhanced by the two-fork, the piece & the matching cap 52. The position of the shell-piercing member can also be arbitrarily matched with the decaying bruise. #刖, In the embodiment, only the reinforcement of the wood-made structure is carried out in a single direction. The rain (4) and the view of the mosquito-like linings are implemented on the wooden structure, and the direction of the large-volume contribution is relatively large. The complex wood-made structure can also be multi-directionally reinforced at the same time. 200815652 a The method for reinforcing the wooden structure disclosed in the present invention, through the 槿 〆 _ brain _ body _ _ description, 3 Figure 5, is another - A preferred embodiment of the method for implementing the method of the present invention is as follows: Please refer to Figure 6A~ Reinforcing the reinforcement method for one of the structural reinforcements _ said; S601}: through-hole 6G system (four) wood knots touch 6 two ^ _ Μ and b2 ' In this embodiment, the predetermined direction is the χ direction (the χ direction is defined as shown in Fig. 6A). As in the foregoing embodiment, the direction of the through hole depends on the direction of the physics of the puddle, the bending moment , this scale is in the direction of the penetration resistance step 602 (S602) · snail The rod 7 extends through the through hole (8). Step 603 (S603): two spacers 8 respectively pass through opposite ends of the screw 7. Step 604 (S604): two coupling caps 9 are respectively coupled to the opposite ends of the screw 7 and Two spacers 8 are respectively fixed between the wooden structure 6 and the coupling cap 9. The coupling cap 9 is combined with the screw 7 in a mechanically anchored manner, and in this embodiment, the coupling cap 9 is a nut of the matching screw 7. , in combination with the screw in a locking manner. 丨^ ' Γ In the above various embodiments, the material used for the penetrating member may be a fiber-reinforced polymer composite material (FIBER REINFORCED PLASTIC; FRP), in a preferred embodiment, It can be a glass fiber material (GLASS FffiER REINFORCED PLASTIC, GFRP) or a carbon fiber composite material (CARBON FIBER REINFORCED PLASTIC, CFRP). The characteristics of fiber polymer composites are: (1) resistance to 200815652 handling and 妒ΐ * breaking i3 light weight is about 1/4 weight of steel, convenient for both agricultural and carbon fiber reinforced polymer materials, that is, in phase ΐ t ϊΐ corrosion resistance The fiber polymer material having the advantages, the phase δ is applied to the penetrating member in the reinforcing method disclosed in the present invention. In high-diving fresh materials, 'present. If the article listens to ^ through the material of the member. In the repeated reading, 'the steel material penetration member is matched with acrylonitrile-butadiene- benzene-2, polymer 肌肌_ deleting petna... ---......... .......... In summary, the method for reinforcing the wooden structure disclosed in the present invention has at least the following advantages: '. --- "-. Round., . . . The first is reversible, in line with the requirements of the literary law. "If necessary, modern technology and construction methods should be used to increase its anti-shock, disaster prevention, flood control and other functions." When the material with better tension is developed, the existing poor wearing components can be taken out and replaced, and the alternatives of scientific application technology can be preserved. . . . The invention is based on the combination of modern technology and materials to reinforce the wood structure. It is of great significance to the preservation of historical and historical buildings and the restoration of historic and historical buildings after the 921 disaster. Reinforcement measures can reduce the demolition of historic and historical building timber structures, preserve more cultural assets and enhance post-disaster disasters. Through the reinforcement method of the present invention, wood ecological assets can not be wasted, and the earth ecological environment can be further protected. The reinforcement method disclosed in the invention is compared with the traditional replacement 11 200815652: the original carving and painting on the building, completely preserves the original appearance and spirit of the cultural heritage. The present invention has been described above by way of a preferred example, but it is not intended to limit the spirit of the invention and the invention of the invention. Those skilled in the art will be able to easily understand and utilize other components or means to produce the same effect. Therefore, modifications made within the spirit and scope of the invention should be included in the scope of the following claims. BRIEF DESCRIPTION OF THE DRAWINGS The above and other advantages of the invention will be readily understood by the following description, in which: Figure 1 is a side view of a common wooden structure. Section: ^ entity photo · Figure 2 is a schematic diagram of the implementation process of the reinforcing method of the wooden structure disclosed in the preferred embodiment; . . . . . . . . . . . . . . . . . . ...... Figure 2 Α to Figure 3 β is an example of a wood-reinforced structure that is structurally reinforced by the reinforcing method disclosed in the present invention; ; - :· . . . : . . . :. # Figure 4 is another example of the structure of the wood reinforcement structure exemplified by the reinforcing party disclosed by the present invention; ' · , . . . . [In another embodiment, the structure is reinforced by the reinforcing method disclosed in the present invention - the wooden structure is shown;; . . - ' . , - Figure 5 is another - in the preferred embodiment, A simplified flow chart of the implementation method of the reinforcing method for the wood-sanded structure disclosed in the invention; and V wood's eve, old, and t-figure 6B are the embodiment of the fifth embodiment of the present invention. One of the structural faces is illustrated by wood. 12 200815652 [Description of main component symbols] :: -' · ....... (S101~S103 process steps - ' - - ' - - / · . . . - Λ . S601~S604 process steps π Wood-framed structure a section of wood-made structure 1] another section of wood-framed structure 1 10 through-hole 2 penetration member 3 joint cap - - [ - . 4 wood-made structure 彳 彳 41 penetration member 42 combined with cap 5 wood The structural body 51 penetrates the member 52 to join the cap, ::: ... . . . 6 wood-made structural body bl wood-made structural body 6 section b2 wooden structural structure 6 another section 60 through-hole -, - * 7 screw 8 washer 13 200815652

Claims (1)

200815652 .. ...:.· . ; ' ' · : v; ' . . . ι· 一種木造結構體·^補強方法,係包含· • . ^ , -· ....,.- · : ·. - · . .·. . : - *. . .'. 、 , ·...·. .. .. · --...' - ;'.-·. '.. .- .. .; ..乂.. ; 、 、 該木造結構體於一預定方向被施予貫穿一貫穿孔’ •’ -, : - · · · ·-; 貧穿構件貫穿該貫穿孔;。 ;,;'; •'.V' ;;. ";;' - v; / ·' ;: ; .;/, :V; ;:/:/;/,;'; 二個結合帽分別結合於該貫穿構件之兩相對末端。 ....‘.: . ... . .. .. ...: .... . 2·却請麥項1所述之木造綽捧體之補強方法,其V中該 貫穿構件係具有螺紋之表面。 . · .· . . · ..... . ...-.· ' - . ..... ... · .. ... . . ——· .. .... . . .. ;· ;.:- ·.- 3·命讀求項2所述之木造結構體之補強方法,其中該 爲合帽係為相應於該兩相對末端螺紋之螺帽。 ‘ . —· ... ; . . . · ... . .. 【. 4·如請求項1所述之木造結構體之補強方法,其中該 貫穿構件為纖維高分子複合材料所製。 5·如請求項4所述之木造結構體之補強方法,其中讓 纖維高分子複合材料係為玻璃纖維複合材料(GLASS FIBER REINFORCED PLASTIC, GFRP)〇 、6·知請求項4所述之木造結構體之補強方法,其中該 纖維高分子複合材料係為碳纖維複合材料(CARB〇N FiBER REINFORCED PLASTIC, CFRP)〇 * · . ; '. * - . " . . 、... · . . . * : -· · ..: · 7·如請求項丄所述之木造結構體之補強方法,該結合 帽係為丙烯腈一丁二烯一苯乙烯共聚合物 (ACRYLONiTRILE-BU™ ^ 〇 8·如請求項!所述之木造結構體之補強方法,該壯人 帽係為鋼材質所製。 念该、、、口口 • ·. . - - ... - · -· · . · . . - * - —— .·. * - · 9·如請求項^所述之木造結構體之補強方法,該貫穿 200815652之久 為 · . . . .... - - ... ; · ... .: ..:;', ;.. .;-'- " '; ' ;:' - : .:. ' -': , ; ;· ' ·,. - :·,:· -: ;;..... 構件與4結合帽之二結合處更分別包含一塾片貫穿該賁穿 構件,-該結合帽與該貫穿構件結合時爾定於該木造結構 體與該結合帽間。 ;;· - —. . . · ^ · :. . .....-.: : - . ' ' ' ;. "';^ " V ,: ""·" - '' ' . , '. :' . ;' · ;· ', 10·如明求項9所述之木造結構體之補強方法,該塾 片认寸係依該木造結構體沿諒預定方向之橫截面積而變 • · . - · . - · · · · - ’ · · .· - . ' : .- --· · ' ' : . ' · ' . ' · ' . . .. ... . .. , ...... u·如請求項1所述之木造結構體之補強方法,其中 •該結合帽係以機械錨合型式與該貫穿構件結合。 12. —種木造結構體之補強方法,係包含: 該木錢繼於-預定方向抛予貫穿_貫?孔; 一貫穿構件貫穿該貫穿孔;: -個墊片分別貫穿該貫穿構件之兩相對末端; 二雜合帽分麟合於該貫賴狀兩補末端並分 別將該二個墊片固定於該木造結構體與該結合帽間200815652 .. ...:.· . ; ' ' · : v; ' . . . ι· A wood-made structure · ^ reinforcement method, including · · . ^ , -· ....,.- · : ··· . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ;,;'; •'.V' ;;. ";;' - v; / ·' ;: ; .;/, :V; ;:/:/;/,;'; Bonded to the opposite ends of the through member. ....'.: . . . . . .. ...: .... . 2················································ Threaded surface. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The method of reinforcing the wooden structure according to claim 2, wherein the cap is a nut corresponding to the two opposite end threads. A method of reinforcing a wood-made structure according to claim 1, wherein the penetrating member is made of a fiber-polymer composite material. 5. The method for reinforcing a wood-made structure according to claim 4, wherein the fiber-polymer composite material is a glass fiber composite material (GLASS FIBER REINFORCED PLASTIC, GFRP), and the wooden structure described in claim 4 The method for reinforcing the body, wherein the fiber polymer composite material is a carbon fiber composite material (CARB〇N FiBER REINFORCED PLASTIC, CFRP) 〇* · . . . . . . . . . . . . . . : -· · ..: · 7. The reinforcing method of the wood-made structure as claimed in claim ,, the bonding cap is acrylonitrile-butadiene-styrene copolymer (ACRYLONiTRILE-BUTM ^ 〇8· The reinforcing method of the wooden structure as described in the claim item, the strong man's hat is made of steel material. Read the,, and mouth • ·. . - - ... - · -· · · · . - * - —— . . . * - · 9 · The reinforcement method of the wooden structure as described in the request item ^, which runs through 200815652 is . . . . . - - ... ; · .. . .: ..;;', ;.. .;-'- "';';:' - : .:. ' -': , ; ;· ' ·,. - :·,:· -: ; The joint between the member and the 4 joint cap further comprises a web extending through the piercing member, and the joint cap is disposed between the wood structure and the joint cap when combined with the through member. ;· -. . . . ^ ^ : : . . ..-.: : - . ' ' ' ;. "';^ " V ,: ""·" - '' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . And change · · · · · · · · · · · - ' · · · · · . ' : .- --· · ' ' : . ' · ' . ' · ' . . .. ... . . . The reinforcing method of the wooden structure according to claim 1, wherein the binding cap is combined with the penetrating member in a mechanical anchoring pattern. 12. A method for reinforcing a wood-made structure , the system comprises: the wood money is thrown in the predetermined direction through the through hole; a through member penetrates the through hole;: a spacer respectively penetrates the opposite ends of the through member; the second hybrid hat is divided into At the end of the two complementary ends and respectively a gasket is fixed between the wooden structure and the joint cap
TW95135279A 2006-09-22 2006-09-22 Method for reinforcing wooden structure TW200815652A (en)

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