M297386 八、新型說明： 【新型所屬之技術領域】 本創作係有關於一種抗彎矩結構， 六bp , 尤才曰—種可增強結構之抗彎矩能 力’可於«梁發展出具她之塑性鉸 ^ 了有效消散地震能量，可確保姓 構安全的抗彎矩結構。本創作適用於 ° , 弓巨構造，亦適用於採用鋼平 之鋼與混凝土複合構造。 不π%木 【先前技術】M297386 VIII. New Description: [New Technology Field] This creation department is about a bending moment structure, six bp, especially 曰 曰 种 可 可 可 可 可 可 可 可 可 梁 梁 梁 梁 梁 梁 梁The hinges effectively dissipate the seismic energy to ensure a safe structure against the bending moment. This creation is suitable for °, bow giant structure, and also suitable for steel and concrete composite structures. Not π% wood [prior art]
抗彎矩結構抵抗地震等彳丨起之伽— (之側向力為咖結構構件抵抗彎矩之能 力，習知之抗彎矩結構1如第一圖 ―，構件包含柱2與梁3，其中 共柱為剛性連接。制之技藝為依據 ^ 丹f又之各種載重，設計構件之彎 矩強度，使得超過載重產生的彎矩。傳 、 得、、先鋼月抗彎矩結構之各鋼梁3 —妒 為固定斷面，如第一 b圖所示，當又 傅眾又地辰荨側向作用力時，梁3與 柱2連接處即有最大之彎矩作用 人 乍用淮此處為鋼梁翼板輝接、剪力板螺栓接 a，易有應力集中與銲接瑕疵等現象， 叩iyy4年吴國北領地震與〗995 年曰本阪神地震皆造成甚多鋼骨抗彎 疏弓矩結構梁柱接頭的破壞，結構無法發The anti-bending moment structure resists the smashing of the earthquake (the lateral force is the ability of the coffee structural member to resist the bending moment, the conventional anti-moment structure 1 as shown in the first figure), the member comprises the column 2 and the beam 3, wherein The common column is a rigid connection. The technology of the system is based on the various loads of the Dan, and the bending moment strength of the designed component is such that the bending moment generated by the load exceeds the steel beam of the bending resistance structure of the transmission. 3—妒 is a fixed section. As shown in the first b diagram, when the Fuzhong and the other side of the force, the joint between the beam 3 and the column 2 has the largest bending moment. For the steel beam wing splicing, the shear plate bolting a, easy to stress concentration and welding 瑕疵, etc., 叩iyy4 years Wu Guobei led earthquake and 〗 995 Sakamoto Hanshin earthquake caused a lot of steel bone bending resistance The damage of the beam-column joints of the arch moment structure cannot be made
揮預期的抗彎矩能力與韌性能力。 X 【新型内容】 ^胃知之抗彎矩結構，其係彻梁3與柱2之抗f矩能力抵抗結構承 。也辰引起之側向力’但梁3之斷面_般為歐，而梁3與柱2交接處 田大之弓矩□此地辰力將造成梁3與柱2交接處的脆性破壞。 .月茶閱弟—a圖及第二㈣，本創作係一種抗彎矩結構，由柱2與 鋼梁組成，柱2與鋼梁為剛性接合，該鋼梁包括—連接梁&與—對擴翼梁 M297386 32 ’該擴翼梁32係連接於連接梁31之兩端，且該擴翼梁犯之另一端係連 接於柱2。 本創作係具有擴異梁32之抗彎矩結構，彻擴翼梁&提高與柱2 連接處之弓矩月匕力p条低梁與柱交接處銲道與熱影響區之應力，並使結構 承又地辰力於擴翼梁段喊生塑賊，因此可使抗彎矩結構具有可靠 之早刃性能力，以抵抗地震力。 本創作係具有擴翼梁32之抗彎矩結構，經由非線性有限元素分析與 • 實尺寸試體實驗’抗彎域力與諫行絲現優良m知之抗彎矩結 構，其功效已獲證實。 【實施方式】 請參閱第二a圖及第二b圖，本創作係—種以擴翼梁％增強抗彎矩 結構抵抗地震力等的裝置，一對擴翼梁32連接於一連接梁&之兩端，構 成鋼木，且擴翼梁32之另一端係連接於柱2。請參閱第三^圖，擴翼梁 修 2之貝知方式為將—對擴翼板銲接於—腹板沿，組成—擴翼梁犯。 ί閱第一 a圖至第二c圖，所示為擴翼梁32與柱2及連接梁幻 之貝施方式，依廉内與工地現場之實作不同可分為三類：—為擴翼梁犯於 、：、、、干接連接於柱2 ’於工地現場以擴翼板34銲接、腹板33螺检連接於 連接梁31，二為擴翼_於廠細觀細主2，敎地現場則擴翼板 ——板33白以螺;^連接於連接梁31;三為擴翼梁㈤於廠内以擴翼板 33 31 ^ 34 , 33 力板43螺拾連接於柱2。 凊参閱第四a圖至第四d圖，所示為本創作擴翼梁32不同之擴翼板 M297386 34覓度變化示意圖，該擴翼板34寬度 第四c圖及第四d圖擴翼板34寬度依 、交化為曲線或麵或兩者皆有； 其中 鋼梁之彎矩需求而 變化 【圖式簡單說明】 圖式簡單說明 第a圖係習知抗彎矩結構示意圖· 第一b圖係習知鋼梁俯視圖； ―第二a圖係本創作擴翼梁與連接梁侧視圖； 第二5圖係本創作擴翼梁與連接梁俯视圖. 以翼板銲接、腹板螺 以翼板與腹板皆螺栓 弟三a圖係本創作擴翼梁崎接連接於柱， 栓連接於連接梁之立體圖； 弟三b圖係本創作擴翼梁以銲接連接於柱 連接於連接梁之立體圖； 、月見板螺检連接於柱，以置 梁不同之翼板寬度變化示意 第二C圖係本創作擴翼梁以翼板銲接 板轉腹板皆銲接於連接梁之立體圖； 乐四a圖至^ d _本創作擴翼 圖；其中： 仏an係本獅擴翼梁翼板寬度第_實施例示意圖； 第四bn係本創作擴翼梁翼板寬度第二實細示意圖·， 穿 、 四C圖係本創作擴翼梁翼板寬度第三例示意圖； M297386 第四d圖係本創作擴翼梁翼板寬度第四實施例示意圖 【主要元件符號說明】 〔習知〕 2柱 3鋼梁 〔本創作〕 31連接梁 32擴翼梁 33腹板 34擴翼板 41腹板連接板 43剪力板 42翼板連接板Expected resistance to bending moments and toughness. X [New content] ^The anti-bending moment structure of the stomach, which is the anti-f moment ability of the beam 3 and the column 2 to resist the structural bearing. The lateral force caused by the yin □ but the section of the beam 3 is generally Europe, and the intersection of the beam 3 and the column 2 is the bow of the field. The ground force will cause brittle failure at the junction of the beam 3 and the column 2. The Yuecha reading brother-a map and the second (four), the creation is a bending moment-resistant structure consisting of a column 2 and a steel beam, the column 2 and the steel beam are rigidly joined, the steel beam includes a connecting beam & The flared beam M297386 32' is attached to both ends of the connecting beam 31, and the other end of the expanded beam is connected to the column 2. The creation system has the bending moment structure of the expanded beam 32, the full expansion of the spar beam & increases the bow moment of the joint with the column 2, and the stress of the weld bead and the heat affected zone at the intersection of the low beam and the column, and The structural bearing and the ground force are shouted to the plastic thief, so that the anti-bending structure has a reliable early blade capability to resist the earthquake force. This creation department has the anti-bending moment structure of the expanded wing beam 32. Through the nonlinear finite element analysis and the real-scale test piece experiment, the anti-bending field force and the anti-bending structure are excellent. . [Embodiment] Please refer to the second a diagram and the second b diagram. The author is a device that enhances the anti-bending structure against seismic forces by the expansion of the wing beam. A pair of flared beams 32 are connected to a connecting beam & The two ends form steel wood, and the other end of the expansion beam 32 is connected to the column 2. Please refer to the third figure. The method of expanding the wing beam is to weld the wing plate to the edge of the web and make up the wing beam. ί Read the first a picture to the second c picture, showing the expansion wing beam 32 and the column 2 and the connecting beam magical beech method, according to the implementation of the field and the site site can be divided into three categories: The spar is smashed, and the dry joint is connected to the column 2' at the construction site to be welded by the expansion wing 34, the web 33 is screwed to the connecting beam 31, and the second is the expansion wing. At the scene of the depression, the wing expansion plate—the plate 33 is white with a screw; the other is connected to the connecting beam 31; the third is the expanded wing beam (5) in the factory with the expansion wing plate 33 31 ^ 34 , 33 the force plate 43 is screwed and connected to the column 2 .凊Refer to the fourth to fourth figures, which are shown as a schematic diagram of the variation of the width of the expansion flaps M297386, which is the width of the fourth and fourth d. The width of the wing 34 depends on, the intersection is a curve or a face or both; wherein the bending moment of the steel beam changes with the requirements of the drawing [Simple description of the drawing] The simple description of the drawing shows the structure of the known bending moment structure of the first figure. A b-picture is a top view of a conventional steel beam; ―the second a picture is the side view of the expanded wing beam and the connecting beam; the second 5 is a top view of the original expanded wing beam and the connecting beam. Both the wing plate and the web are bolted to the three-figure system. The creative expansion wing is connected to the column, and the bolt is connected to the connecting beam. The younger b-picture is welded to the column and connected to the connecting beam. The three-dimensional map; the moon sees the board and the screw is connected to the column, and the width of the wing is different. The second C-picture is the three-dimensional view of the wing-welded plate and the web of the wing welded to the connecting beam; Figure to ^ d _ this creation of the expansion of the wing; where: 仏an is the lion expansion wing beam width _ _ Schematic diagram of the example; the second bn is the second practical diagram of the width of the wings of the expanded wing beam. The third example of the width of the wings of the wingspan is created by the wearing and the four C diagrams; Schematic diagram of the fourth embodiment of the width of the expanded wing wing [Description of the main components] [Practical] 2 column 3 steel beam [this creation] 31 connecting beam 32 expansion wing 33 web 34 expansion wing 41 web connection plate 43 Shear plate 42 wing plate