1^524654 九、發明說明： 【發明所屬之技術領域】 本發明係有關於一種預鑄翼牆之結構及其建築工法，詳而言之係關於 一種成本較低、工期較短、施工便利之補強方式。 【先前技術】 台灣地處於歐亞板塊與菲律賓海板塊之碰撞帶上，板塊交界處地震活 動頻繁’地震對於台灣的生活影響更是重大。通常大樓底層常須有較高或 較多之開口，务牆體或結構體佈置若為非對稱，成為弱勁度的底樓，強勁 度的上層樓，當地震發生時，則破壞易集中於底樓，導致柱斷裂，甚至底 樓發生崩塌》 為提高建築物結構強度，設置翼牆柱確為一種相當實用的補強方法， 無論是在新建結構物或既有建築物之对震補強上，皆廣泛地受到採用，而 習用之翼牆建築工法係採場鎢植筋翼牆之方式，其步驟概略如下： 鑽孔：依照設計於欲植筋位置定位孔，並且於定位孔完成後使用空氣 壓縮機將孔洞内的混凝土屑清出，以利於施打所需藥劑。 植筋：使用黏著劑固結鋼筋。 混凝土新舊介面處理：於柱歡既有介面進雜毛處理，關混凝土 澆置時能順利黏結。 鋼筋組立：將鋼筋依照配筋圖所示之位置利用鐵絲綁紮固定。 模版組立：於試體上組裝模版，並於牆頂預留灌聚口，以利於灌浆。 混凝土澆置：以震動棒瑞實搗實以預拌混凝土。 5 1324654 模版拆除：於灌漿3至5天後進行拆除模板作業。 試體養護：以水洗於混凝土表面，以防止水份過分蒸發而造成乾裂現 象。 由上述步驟顯見，制之場鑄植賴牆方式，雖可_顯建築物屯 構之效，但需要較多人力在輯施工，因此紅成本、人事費用皆偏高 且習用之麟植肋翼牆方式工驗長，故該絲軸施I現場需要長時間 清空以利作業，如此又造錢㈣用戶之不便，考量以上種種缺失，在補 強建築物之翼牆建築工法，仍有加以改良之必要。 【發明内容】 本發明之主要目的係在於提供一種預鑄翼牆之結構及其建築工法，其 可改善制之場鑄植藏牆成本較高、^較長、施q便等缺失。’、 為達成前述之發明目的，本發明預鑄翼踏之結構係包括有一翼牆本 體’該翼麻體以娜之架體與接合板焊接喊，錢置混凝土形成翼牆 本體之實體部，而該翼牆本體接合板係延伸有露出於外之接合面，據以配 合錯栓等方歧餅觀處。本個之翼牆本親可先雜工缝產，待 需要時再直接運往施确點，並組設於建絲之補，可達降低人事、 材料成本’以及、雜卫期提升施卫制性之效。 而本發明預鑄翼牆之建築工法，則係包括有初步定位步驟、鑽孔步驟、 槽縫填充步驟、組設錯栓步驟： 初步定位麵：將翼牆本馳移至麵處暫時定位； 鑽孔竭.於補強處穿設供翼牆本體鎖固用之定位孔； 1324654 槽缝填充步驟：於翼牆本體與補強處之間槽縫填入介質，提高結合強 度； 組設錯栓步驟：以錨栓穿設於翼牆本體之接合板以及補強處之定位 孔’據以穩固定位該翼牆本體於補強處； 如此便完成該翼牆本體之組裝，藉由上述之步驟以提供補強處快速組 裝_本體，而可快速、經濟地提供原有結構補強處補強效果。 因此本發明實是-_當具有實祕錢步性之發明，值得產業界來 推廣’並公諸於社會大眾。 【實施方式】 本發明係有關於-種預鑄翼牆之結構及其建築卫法，其中 之結構請參閱第一圖至第三圖； 回 如第一圖所示，這種預鑄翼牆之結構其係包括有-翼牆本體（1 〇 )， 該翼牆本體aG)峨概_(21)敝成彻（2〇)’鋼筋 (21)與鋼筋（2 χ)之間係以鐵絲（2 2 )綁紫固定； 該架體（2 Q )兩端組設轴材之接合板（3 ◦)，該接合板（⑽） 上形成有預設孔洞（3 i)供架體（2 〇)之鋼筋（2 U穿套，並如第 二圖所示，贿後铸之枝縣人細（3 i )之域（2丨）與接入 板（⑽焊固，令接合板（30)與架體（2〇)固結接合板⑽ 向外側延伸出有接合面（3 2); 該架體（2〇)並洗置混凝土，令混凝土填充包覆形成實體部（40)， 而該接合板⑽）之接合面（3 2 )則係露出於實體部⑷）外以 1324654 完成後之翼牆本體α 供翼牆本體（1 Ο )後續配合缝等物件定位级裝， 0)如第三圖所示。 …本發明之翼牆本體π 〇)係可先行在工廠量產，待需要時再直接運 灿工地點’並組設於建築物之補強處，可達降低人事、材科成本，以及 縮短工期提升施工便利性之效。 本發明預鑄翼牆之建築工法請參閱第_至第七_示，其包括下列 步驟： ” 初步定位步驟：天車吊置等方式，將翼牆本體（丄G)搬移至如 第五圖所*之麵處（5 〇)直立，並令其暫時定位於補強處（5 〇 )，且 翼牆本體a G)之寬度係補強處（5 Q)寬度之2倍為最佳； 鑽孔步驟：以電鑽等工具在補強處（5 〇 )穿蚊位孔（圖未示），續 以空氣壓賴將定位制之碎辟出，較錄雜翼牆本體（1㈤鎖 固定位之用；1^524654 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a structure of a flap wall and a construction method thereof, and in detail relates to a lower cost, shorter construction period and convenient construction. Reinforcement method. [Prior Art] Taiwan is in the collision zone between the Eurasian plate and the Philippine Sea plate, and the earthquake activity at the junction of the plate is frequent. The earthquake has a greater impact on Taiwan's life. Usually, the bottom of the building usually has higher or more openings. If the wall or structure is arranged asymmetrically, it will become a weak floor and a strong upper floor. When an earthquake occurs, the damage will be concentrated. On the ground floor, the column is broken, and even the bottom floor collapses. In order to improve the structural strength of the building, the provision of the wing wall column is a very practical reinforcement method, whether it is in the construction of new structures or existing buildings. They are widely used, and the conventional wing wall construction method is the method of adopting the tungsten planting wing wall. The steps are as follows: Drilling: According to the positioning hole designed in the position of the desired rib, and the air is used after the positioning hole is completed. The compressor removes the concrete chips from the holes to facilitate the application of the desired agent. Planting reinforcement: Use adhesive to consolidate steel bars. New and old interface treatment of concrete: Yu Zhuhuan has both interface and hair treatment, and can be smoothly bonded when the concrete is placed. Reinforcement assembly: The steel bars are tied and fixed by wire according to the position shown in the reinforcement diagram. Forming the assembly: assemble the template on the test piece and reserve the filling port on the top of the wall to facilitate the grouting. Concrete placement: Pre-mixed concrete with a vibrating rod. 5 1324654 Stencil removal: Demolition of the formwork after 3 to 5 days of grouting. Test body maintenance: Wash the surface of the concrete to prevent the water from being excessively evaporated and causing dry cracking. It is obvious from the above steps that the method of casting the wall by the system can not only show the effect of building structure, but it requires more manpower in the construction. Therefore, the cost of red and personnel is high and the ribs are used. The wall method is the inspector, so the silk shaft application site I need to be emptied for a long time to facilitate the operation, so that the money is created. (4) The inconvenience of the user, considering the above various kinds of defects, in the construction method of the wing wall for reinforcing the building, there is still a need for improvement. . SUMMARY OF THE INVENTION The main object of the present invention is to provide a structure of a slat wall and a construction method thereof, which can improve the cost of the cast-and-cast wall of the system, and the cost of the slab is higher, longer, and less. In order to achieve the foregoing object, the structure of the flap of the present invention includes a wing wall body. The wing body is welded with the frame of the body and the joint plate, and the concrete is formed into a solid part of the body of the wing wall. The wing wall body engaging plate extends to have an exposed joint surface, so as to cooperate with the squared cake such as the wrong plug. The wing wall of this wing can be sewn by handyman, and then transported directly to the point of application when needed, and set up in the repair of the wire, which can reduce personnel and material costs, and improve the maintenance system. The effect. The construction method of the flap wall of the present invention includes a preliminary positioning step, a drilling step, a slot filling step, and a step of setting a wrong bolt: a preliminary positioning surface: moving the wing wall to a temporary position at the surface; Drilling and exhausting. Positioning hole for locking the wing body is used in the reinforcement; 1324654 Slot filling step: fill the groove between the wing wall body and the reinforcement to improve the bonding strength; : the anchoring hole is disposed on the joint plate of the wing wall body and the positioning hole of the reinforcing portion to securely fix the wing wall body at the reinforcing portion; thus completing the assembly of the wing wall body, and providing reinforcement by the above steps Quickly assemble the _ body, and provide the reinforcement of the original structure reinforcement quickly and economically. Therefore, the present invention is actually - when it comes to the invention of the real money, it is worthy of promotion by the industry and publicized to the public. [Embodiment] The present invention relates to the structure of a wing wall and its building method, and the structure thereof is referred to the first to third figures; back as shown in the first figure, the wing wall The structure includes a wing wall body (1 〇), the wing wall body aG) 峨 _ (21) 敝 彻 ( (2 〇) ' reinforced steel (21) and steel bars (2 χ) between the wire (2 2) tying the purple fixed; the joint body (2 Q ) is provided with a joint plate (3 ◦) of the shaft material, and the joint plate ((10)) is formed with a preset hole (3 i) for the frame body (2) 〇) Reinforced steel (2 U wearing sleeve, and as shown in the second figure, after the bribe cast the Zhixian County fine (3 i) domain (2 丨) and the access plate ((10) welded, the joint plate (30 ) and the frame (2〇) consolidated joint plate (10) extends outwardly with a joint surface (32); the frame body (2〇) is washed with concrete, and the concrete is filled and covered to form a solid portion (40), and The joint surface (3 2 ) of the joint plate (10) is exposed outside the solid portion (4)), and the wing wall body α after completion of 1324654 is provided for the wing wall body (1 Ο), the subsequent matching seam and other object positioning stages, 0) The third picture shows. ...the wing wall body π 〇) of the invention can be mass-produced in the factory first, and then directly transported to the work site when needed, and is set up in the reinforcement of the building, which can reduce personnel, material cost, and shorten the construction period. Improve the convenience of construction. For the construction method of the wing wall of the present invention, please refer to the following steps _ to __, which includes the following steps: ” Initial positioning step: lifting the wall body, etc., moving the wing wall body (丄G) to the fifth figure The face of the * (5 〇) is upright and temporarily positioned at the reinforcement (5 〇), and the width of the wing wall body a G) is twice the width of the reinforcement (5 Q); Step: Use a power drill and other tools to wear a mosquito bit hole (not shown) at the reinforcement (5 〇), and continue to use the air pressure to break the positioning system, which is better than the fixed wing body (1 (five) lock fixed position;
、槽縫填充师於翼牆本體（！ Q )與_處（5 G )之間的槽縫間 隙填入介質’啸高結合贿，齡f可為軟f之橡職充介質、硬橡皮 填充介質或硬質之無收縮水泥填充介質、樹脂砂_充介質等； 組設錨栓步驟： 包，再將錨栓（51 先在疋位孔内置人可快速凝結發揮強度之黏著劑藥 )—邊鎖人定位孔内，靜置2 4小時或適當之_令黏著繼結發揮黏著強度，如第六圖解，最後鎖 上螺帽以固定位置，以化學錄（5 i )之方式穿設於翼牆本體（丄◦) 之定位孔，據以穩 之接合板（3 0)接合面（3 2)以及補強處（5 〇)The slot filler fills the gap between the wing wall body (! Q) and the _ (5 G) to fill the medium 'slow height and bribe. The age f can be soft rubber filling medium and hard rubber filling. Medium or hard non-shrinkage cement filling medium, resin sand _ filling medium, etc.; set anchor bolt steps: package, then anchor bolt (51 first in the squat hole built in people can quickly condense to exert strength of the adhesive agent) - side Lock the person in the positioning hole, let stand for 24 hours or appropriate _ to make the adhesive bond strength, as shown in the sixth diagram, finally lock the nut to fix the position, and traverse the wing in the way of chemical recording (5 i ) The positioning hole of the wall body (丄◦), according to the stable joint plate (30) joint surface (3 2) and the reinforcement (5 〇)
1JZ46M 固定位該翼牆本體（10)於補強處（5 0); 如此便完成該翼牆本體（i 〇)之組裝，而可快速、經濟地提供原有 、，α構補強處（5 Q )觀效果，完紐之預鑄翼牆如第七圖所示。 由上所述者料肖萌縣發明之雛實_，麟企瞻以對本發 可心式上之限制，是以，凡有在相同之發明精神下所做有關本發明 之任何修飾或變更者，皆仍應包括在本發明意圖倾之範嘴内。 綜上所述，本發明預鑄翼牆之結構及其建築工法在結構設計、使用實 成本效皿上’確實疋完全符合產業上發展所需，且所揭露之結構發 s月亦是具树啦有_㈣造，所轉具有「職性」應無疑慮，又本 發明可較之習知結構更具功效之增進，因此亦具有「進步性」，其完全符合 我國專利法有關發明專利之申請要件的規定，乃依法提起專利申請，並敬 凊韵局早曰審查，並給予肯定。 【圖式簡單說明】 第-圖係本發_鑄賊之結構架職接合餘裝示意圖。 第二圖係本侧預鑄翼牆之結構架體與接合板焊接完成示意圖。 第三圖係本剌麟翼牆之結構外觀立體圖。 第四圖係本發_鑄翼牆之建築工法步驟流程圖。 第五圖係本個鶴翼紅建紅細蚊位倾示意圖。 第六圖係本發麵鑄翼牆之組設赌步驟示意圖。 第七圖係本發觀鑄翼牆之建紅法組裝完成示意圖。 【主要元件符號說明】 9 1324654 10-翼牆本體 2 1-鋼筋 3 0-接合板 3 2-接合面 5 0-補強處 2 0-架體 2 2 鐵絲 3 1-孔洞 4 0-實體部 5 1-ί苗栓1JZ46M fixed position The wing wall body (10) is at the reinforcement (50); thus the assembly of the wing wall body (i 〇) is completed, and the original, α-configuration strength (5 Q) can be provided quickly and economically. The effect of the view is as shown in the seventh figure. According to the above description, Xiaomeng County’s invention is based on the fact that Lin Qizhan has a limit on the nature of the present invention, so that any modifications or changes to the invention made under the same invention spirit are It should still be included in the mouth of the invention. In summary, the structure of the wing wall of the present invention and the construction method thereof are in the structural design and the use of the actual cost-effective dish, which is indeed in full compliance with the development of the industry, and the disclosed structure is also a tree. There is _ (four) creation, the transfer of "competition" should be undoubted, and the invention can be more effective than the conventional structure, so it is also "progressive", which fully complies with the invention patents of the Chinese Patent Law. The requirements for applying for the requirements are to file a patent application in accordance with the law, and the Jingzheng Bureau will review it early and give affirmation. [Simple description of the diagram] The first-picture is a schematic diagram of the structure of the joint _ casting thief. The second figure is a schematic diagram of the welding of the structural frame and the joint plate of the side flap wall. The third picture is a perspective view of the structure of the Kirin wing wall. The fourth figure is a flow chart of the construction method steps of the present invention. The fifth picture is a schematic diagram of the position of this crane wing red red mosquito. The sixth figure is a schematic diagram of the set betting steps of the casting face wall of the present invention. The seventh picture is a schematic diagram of the assembly of the red-forming method of the casting wing wall of the present invention. [Main component symbol description] 9 1324654 10-Wall wall body 2 1-Rebar 3 0-joint plate 3 2-joining surface 5 0-reinforcing point 2 0-frame 2 2 wire 3 1-hole 4 0-solid part 5 1-ί苗栓