1311601 九、發明說明： 【發明所屬之技術領域】 本發明係關於-義骨鋼筋混凝土結構之鋼樑接合結構及其 ^口方法，具體而5 ’本發明侧於—種接合鋼骨鋼筋混凝土結 構主柱與鋼樑之接合結構及其方法。 【先前技術】1311601 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a steel beam joint structure of a reinforced concrete structure and a method thereof, and in particular, the invention is applied to a steel reinforced concrete structure The joint structure of the main column and the steel beam and the method thereof. [Prior Art]
鋼骨鋼筋混駐結構在近代之_結構之上佔有非常重要的 ^ 夕元化的應用方式為各種卫程設計及施卫要求帶來高度 的可行性。尤其，鋼骨_混凝土結構具有高承載力、勁度^ 且勒性_義’朗時兼具缸快速、#，滿足安全轉濟 優點，因此逐漸廣為工程界所採。蚊由於鋼襟與主柱 接口^較為複雜，加上有補強和加勁等問題需要處理，因此在 係採賴觀計，並於細續接峨 標或主柱崎，·酬^ 【發明内容】 種鋼骨鋼筋混凝土結構之鋼樑 混凝土結構主柱之柱身鋼骨裸 本發明之主要目的在於提供— 接合結構’供連接鋼標與鋼骨鋼筋 露部分。 助混凝土結構之鋼樑 露部分，以吸收鋼樑 本發明之另—目的在於提供-種鋼骨鋼 接合結構，可移動地連接鋼樑與柱身鋼骨裸 5 1311601 與柱身鋼骨裸露部分接合時可能發生之誤差。 本發日_骨_錢土結構之_接錢構包含崎鋼筋、、曰 構主柱以及_，其中鋼樑财接錢置與崎裸露赌 :連接。接合裝置包含接合面板，透過至少—螺栓及螺帽組與 =、.骨稞露部份接合。然而在不同實關中，接合裝置亦包含^ 露部分之連料綱，搭配至少i栓及螺帽組與 在較佳實施例中，接合裝置另包含滑動裝置，可移動 梁與鋼骨裸露部份。滑動裝置具有至少—活動板，可與至少 位，置搭配以定位其在鋼樑上之相對位置，並以焊接方式 t _裝置也包含焊接於至少—活動板之- 接口面板，可絲彡Ί錄粒其在峨上 置’並透過至少一螺栓及螺帽組與鋼骨裸露部分接合。 接合trmt上述鋼骨鋼筋混凝土結構之_接合結構之 上;'#|^3下列二步驟··於—鋼骨鋼筋混凝土結構柱體 上权置-柱身鋼骨裸露部分；於一鋼襟之一 置，·以及ϋ接難合裝置與雜身辦裸露部分。x 口、 【實施方式】 本發明提供—鞠_舰駐結叙嶋接合 鋼骨鋼筋混駐結構之_與柱身]:，、接口 接合結構細 同實施例中’本_之_接合結M 心。然而在不 亦可應用於連接鋼樑與柱 6 I31l6〇i 2鋼骨裸露部分，或触柱上其他位置之鋼骨裸露部分接合。此 ’本發明亦可朗於鋼樑與㈣結構之連接，或是其他形式之 傑桂接合。 =施例。如圖i所示，鋼樑3⑻之端部训包含接合裝置· 裝置娜，朗f鋼航耻結構綠之柱身鋼骨裸 训對應連接。在此較佳實施例中，柱身鋼骨裸露部份別 :=一ί部混凝土包覆柱體220以及一下部混凝土包覆柱體 =之間。細在不同實施射，㈣鋼骨裸露部份加 ^鋼骨鋼舰凝土簡站2⑻㈣辦麵 與鋼樑3GG树。 、心褒置400a 人同如Λ1所示，接合裝置.與柱身鋼骨裸露部们1〇形成接 置4_與另—柱身鋼骨裸_210形成 在接合固定端401 ’鋼樑300之端部310 ^藉接4置_a直接與柱身鋼骨裸露部份21G她在接人調 整、402 ’鋼樑300之端部31〇係藉接合農置彻b， 柱身鋼骨裸露部份210相連。 ""'也與 如圖2之接合固定端4〇1所示，接合裝置伽 板：。接合面板恤係與鋼標垂直，並以焊接方式= 300 1 ^ 列中，鋼樑300亦可為口型鋼樑或是其他斷面型 =面如圖2所示，接合面板•具有至少一螺孔41 布於接δ面板·a與鋼樑端部310相連部份之兩側盘接 1311601 她之周邊’並透過至少-螺栓及_組與具有至少—螺 骨裸露部份210對應接合。 綱 如圖3之接合固定端4〇1所示，接合裝置4〇〇a較佳係包含一 連接耳及-組墊片，連接耳彻較佳係片狀長條型，透^ 焊接方式與鋼骨裸露部份21〇相連。然而在不同實施例中， 耳柳亦可為T型，π型或其他斷面之型式，透過至少一螺拾及 螺帽組與鋼骨裸露部份21〇相連。如圖3之實施例所示，連^耳 45〇較佳係具有至少一螺孔，可透過至少一螺栓及螺帽組，與具有 至少一螺孔之鋼樑腹板311對應接合。如圖3所示，墊片4'4〇、較 佳係位於鋼娜板312之下緣，承載麵端部31G独焊接方= 與鋼樑翼板312相連。，然而在不同實施例中，墊片_亦可為= 型以後合_翼板犯，並透過至少—螺栓及職_鋼樑翼 312螺合。 ' 如圖4所示之接合調整端4〇2為本發明之另一較佳實施例。接 口裝置400b較佳係包含一滑動裝置420，可移動地連接鋼樑3〇〇 與鋼骨裸露部分210。在此較佳實施例中，滑動裝置42〇較佳係具 有-活動腹板422及至少一活動翼板42卜可滑動地設置於鋼樑 300上如圖4所示，活動腹板422及至少一活動翼板421分別具 有至少一活動腹板溝槽4221以及至少一活動翼板溝槽421丨。其中 活動腹板溝槽4221及活動翼板溝槽4211可搭配至少一定位裝置 430以定位其在鋼樑3〇〇上之相對位置。在此較佳實施例中，定位 裝置430係為一螺拴，待滑動裝置3〇〇與鋼樑3〇〇之相對位置定 位完成後，將活動腹板422及至少一活動翼板421之另一端以焊 1311601 接方式與鋼骨裸露部分21G接合。然而在不同實施例中，亦可於 鋼骨裸露部分設置-連接耳，待滑動裝置之活動腹板似 與鋪之相對位置定位完成後，將活動腹板422與連接耳45〇 螺合。 如圖5所示之實施例中，接合裝置侧較佳係包含一接合面 板鷄。接知板働以焊接方式與滑動裝置之活動腹板 422及至少-活動翼板相連。如圖5所示，接合面板侧呈有至 少-螺孔4H，分布於接合面板娜與鋼襟端部31〇相連部份之 兩側與接合面板働之周邊，並透過至少—螺栓及螺帽組盘且有 -螺孔之鋼骨裸露部份训對應接合。細在不同實施例中， ^ 财式，在接合面板働與鋼骨裸露 之二如上一體形成至少一螺检，分布於接合面板娜 之周邊與鋼樑端部310相連部份之兩側，並與具有至少 鋼骨裸露部份210對應接合。 f孔之 實：本發衡鋼筋謝結構之鋼樑接合方法之較佳 構柱體上1 於—鋼骨_混凝土結 係二分。在較佳實施例中，步驟· -下邻m 1 骨鋼筋混凝土結構柱體以及預鑄 鋼骨裸露部分。 具間之段 接著進行步驟730，於—鋼樑之一端部設置 羯進-步包含設置接合固定端4〇 \ ’乂 之端部训接合。㈣2 _ = ^ _與鋼_ 旱乂么實鉍例中，接合面板410a係 1311601 透過焊接方式與鋼樑300之端部310接合。此外，如圖3所示之 實轭例，接合方式亦包含將一連接耳450及一組墊片440焊接於 鋼骨裸露部分210，並透過至少一螺栓及螺帽組將連接耳45〇與鋼 ' 樑之端部310螺接’其中包含將整片440油樑端部310之翼板 312焊接。 步驟730另包含設置接合調整端4〇2並將接合裝置4〇%與鋼 樑3〇〇之端部31〇接合。在施作接合調整端402時，第二步驟 • $包含調整接合襄置鷄之滑動裝置420於_ 300 ±之相對位 置；以及於鋼樑300上定位滑動裝置42〇之相對位置。如圖4所 示之較佳實施例中’接合方式進一步包含將具有至少一溝槽4功 ，$至少一活動板421可滑動地設置於鋼樑3〇〇上，並搭配至少一 定位裳置430以固定其在鋼樑3〇〇上之相對位置。此外，如圖$ 所示’接合方式亦包含將具有至少一溝槽4221之至少一活動板 421與-接合面板410b焊接，可滑動地設置於鋼才梁3〇〇上，並搭 配至少-定位裂置43〇以固定其在鋼樑3〇〇上之相對位置。如圖* _所不疋位裝置430較佳係包含至少一螺栓及螺帽組，當至少一 二板421在鋼樑300上之相對位置被調整至恰與柱身鋼骨裸露 P刀210相接’至少一螺栓及螺帽組即在至少-溝槽4221之垂直 •方社，、向下固定至少—活動板421在鋼樑上之相對位置。 .^著蹄4 75〇 ’雜雜錢置與雜糊骨裸露部分。 進步包3將接合農置4_固接於柱身鋼骨裸露部分 210 °如圖5所示，固接方式包含將雜於鋼樑端部之接合面 板4施，與柱身縛裸露部分⑽接合，並透過至少—螺检及螺 10 1311601 帽組將接合面板410a固接於柱身鋼骨裸露部分。如圖3所示，固 接方式亦包含將鋼樑之端部310與焊接於鋼骨裸露部分21〇之連 接耳450對應相接，透過至少一螺栓及螺帽組將連接耳與鋼 樑之端部310螺接，並透過焊接方式將鋼樑端部31〇之翼板312 與焊接於鋼骨裸露部分210之一組墊片440固接。此外，如圖4 所不，固接方式亦包含將可滑動地設置於鋼樑3〇〇上之一活動板 421與柱身鋼骨裸露部分21〇焊接。然而，在不同實施例中，固接The steel-reinforced steel mixed-residence structure occupies a very important position on the modern structure. The application method of the Xiyuan is highly feasible for various design and maintenance requirements. In particular, the steel _ concrete structure has high bearing capacity, stiffness ^ and the _ _ ’ 朗 朗 has both the cylinder fast, #, to meet the advantages of safety, so it has gradually been widely used in the engineering community. Mosquitoes are more complicated due to the interface between the steel shovel and the main column. In addition, there are problems such as reinforcement and stiffening that need to be dealt with. Therefore, the system is based on the measurement, and the sequel or the main column is spliced. The main purpose of the invention is to provide a joint structure for the connection of steel and steel reinforcement. The steel beam of the concrete structure is exposed to absorb the steel beam. The other object of the invention is to provide a steel-steel joint structure, which is movably connected to the steel beam and the column steel bare bone 5 1311601 and the exposed portion of the steel body of the column body Errors that may occur when engaged. This hair day _ bone _ money soil structure _ pick money structure including the sturdy steel, 曰 主 main column and _, which steel beam money to set up and sizzle gambling: connection. The engagement device includes an engagement panel that engages at least the bolt and nut set with the =, the bone dew portion. However, in different implementations, the engagement device also includes a coupling portion of the exposed portion, in combination with at least the i-bolt and the nut group. In the preferred embodiment, the engagement device further includes a sliding device, the movable beam and the bare portion of the steel skeleton. . The sliding device has at least a movable plate which can be matched with at least a position to position its relative position on the steel beam, and the welding method t _ the device also includes an interface plate welded to at least the movable plate. The granules are placed on the raft and joined to the exposed portion of the steel through at least one bolt and nut set. Engaged trmt above the steel-reinforced concrete structure _ joint structure; '#|^3 the following two steps · On the steel reinforced concrete structural column right-column steel bare part; Yu Yigang One set, and the connection between the hard-to-fit device and the naked body. x Port, [Embodiment] The present invention provides a 鞠 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ heart. However, it is not applicable to the bare part of the steel beam connecting the steel beam to the column 6 I31l6〇i 2 or the bare part of the steel bar at other positions on the column. The invention may also be used in connection with the connection of the steel beam to the (four) structure, or other forms of the joint. = Example. As shown in Figure i, the end of the steel beam 3 (8) contains the joint device · device Na, the vertical connection of the steel frame of the green steel column of the Langf steel. In the preferred embodiment, the exposed portion of the column steel is: = a concrete cladding cylinder 220 and a lower concrete cladding cylinder = between. Fine in different implementations, (4) bare steel parts plus steel steel steel ship consolidation station 2 (8) (four) face and steel beam 3GG tree. The heart is placed at 400a, as shown in Fig. 1, and the joint device is formed in contact with the exposed portion of the steel body of the column body 4_ and the other body is formed at the joint fixed end 401 'steel beam 300 The end portion 310 is borrowed from the 4th _a directly to the exposed portion of the steel body of the column steel 21G. She is in the adjustment of the joint, the end portion of the 402 'steel beam 300 is spliced by the joint, and the steel body of the column is bare. Part 210 is connected. ""' is also shown as the joint fixed end 4〇1 of Fig. 2, engaging the device galvanic:. The joint panel is perpendicular to the steel standard and is welded in the form of 300 1 ^. The steel beam 300 can also be a profiled steel beam or other cross-section type = surface as shown in Figure 2. The joint panel has at least one The screw hole 41 is disposed on both sides of the portion connecting the δ panel·a and the end portion 310 of the steel beam, and is connected to the periphery of the wall portion 1311 through the at least-bolt and _ group. As shown in FIG. 3, the joint fixing device 4〇〇1 preferably includes a connecting ear and a set of spacers, and the connecting ear is preferably a strip-shaped strip type, and the welding method is The exposed part of the steel skeleton is connected to 21 〇. However, in various embodiments, the ear canal can also be of the T-type, π-type or other cross-section, connected to the bare portion 21 of the steel through at least one screw and nut set. As shown in the embodiment of Fig. 3, the connector 45 preferably has at least one screw hole that is engageable with the steel beam web 311 having at least one screw hole through at least one bolt and nut group. As shown in Fig. 3, the spacer 4'4" is preferably located at the lower edge of the steel plate 312, and the end face 31G of the bearing surface is welded to the steel beam wing 312. However, in various embodiments, the shim _ may also be a type of yoke and a slat, and is screwed through at least the bolt and the steel beam 312. The joint adjustment end 4〇2 shown in Fig. 4 is another preferred embodiment of the present invention. The interface device 400b preferably includes a sliding device 420 that movably connects the steel beam 3〇〇 with the bare portion 210 of the steel. In the preferred embodiment, the sliding device 42 〇 preferably has a movable web 422 and at least one movable wing 42 slidably disposed on the steel beam 300 as shown in FIG. 4 , the movable web 422 and at least A movable wing 421 has at least one movable web groove 4221 and at least one movable wing groove 421A, respectively. The movable web groove 4221 and the movable wing groove 4211 can be combined with at least one positioning device 430 to position their relative positions on the steel beam 3〇〇. In the preferred embodiment, the positioning device 430 is a thread. After the relative position of the sliding device 3〇〇 and the steel beam 3〇〇 is completed, the movable web 422 and the at least one movable wing 421 are separately One end is joined to the bare steel portion 21G by welding 1311601. However, in various embodiments, the attachment ear can also be provided in the bare portion of the steel plate. After the movable web of the slide device is positioned relative to the shop, the movable web 422 is screwed to the attachment ear 45〇. In the embodiment shown in Figure 5, the joint side preferably includes a joint panel chicken. The splicing plate is welded to the movable web 422 of the sliding device and at least the movable flap. As shown in FIG. 5, the joint panel side has at least a screw hole 4H distributed on both sides of the joint portion of the joint panel and the end portion 31 of the joint and the periphery of the joint panel, and transmits at least the bolt and the nut. The plated part has a bare-hole part of the steel hole that corresponds to the joint. In the different embodiments, the joint panel and the exposed bare steel are integrally formed with at least one screw inspection, distributed on both sides of the joint portion of the joint panel and the end portion of the steel beam 310, and Corresponding to having at least a bare portion 210 of the steel skeleton. f hole real: This is the best way to join the steel beam of the weight-reinforcing steel structure. The structure of the column is 1 - steel bone_ concrete knot system. In a preferred embodiment, the step - the lower adjacent m 1 bone reinforced concrete structural cylinder and the exposed portion of the 預鑄 steel. The step between the members is followed by step 730, where the end of the steel beam is provided with a step-by-step engagement of the end portion of the joint fixed end 4〇 \ 乂. (4) In the case of 2 _ = ^ _ and steel _ 乂 乂 接合 接合 接合 接合 接合 接合 接合 接合 接合 接合 接合 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 410 。 。 。 。 In addition, in the embodiment of the yoke shown in FIG. 3, the joining manner also includes welding a connecting lug 450 and a set of shim 440 to the exposed portion 210 of the steel skeleton, and connecting the connecting lug 45 through at least one bolt and nut group. The steel 'beam end 310 is threaded' which includes welding the wings 312 of the entire piece 440 oil beam end 310. Step 730 further includes providing the engagement adjustment end 4〇2 and engaging the engagement device 4〇% with the end 31〇 of the steel beam 3〇〇. In the application of the engagement adjustment end 402, the second step • $ includes adjusting the relative position of the sliding device 420 of the engagement chicken at _300 ±; and the relative position of the sliding device 42 定位 on the steel beam 300. In the preferred embodiment shown in FIG. 4, the 'joining method further includes having at least one groove 4 function, and at least one movable plate 421 is slidably disposed on the steel beam 3〇〇, and is matched with at least one positioning device. 430 to fix its relative position on the steel beam 3〇〇. In addition, the joining method as shown in FIG. $ also includes welding at least one movable plate 421 having at least one groove 4221 and the joining panel 410b, slidably disposed on the steel beam 3〇〇, and matched with at least the positioning. The raft is 43 〇 to fix its relative position on the steel beam 3〇〇. The non-clamping device 430 preferably includes at least one bolt and nut set, and the relative position of the at least one plate 421 on the steel beam 300 is adjusted to be exactly opposite to the bare steel P-knife 210 of the column body. The at least one bolt and nut group is at least in the vertical direction of the groove 4221, and is fixed downward at least - the relative position of the movable plate 421 on the steel beam. .^Haws 4 75〇 ‘The miscellaneous money is placed with the bare bones. The Progressive Pack 3 will be joined to the farmhouse 4_ fixed to the exposed part of the steel body of the column. 210 ° as shown in Figure 5, the fixing method includes the joint panel 4 which is mixed with the end of the steel beam, and the bare part of the column body (10) The joint panel 410a is joined to the exposed portion of the steel body of the column through at least the screw-on and screw 10 1311601 cap set. As shown in FIG. 3, the fixing method also includes connecting the end portion 310 of the steel beam to the connecting lug 450 welded to the bare portion 21 of the steel skeleton, and connecting the connecting ear and the steel beam through at least one bolt and nut group. The end portion 310 is screwed and the wing plate 312 of the steel beam end portion 31 is fixed to the gasket 440 welded to the bare portion 210 of the steel body by welding. Further, as shown in Fig. 4, the fixing method also includes welding a movable plate 421 slidably disposed on the steel beam 3〇〇 with the bare portion 21 of the column steel. However, in different embodiments, fixed
方式亦包含將可滑動地設置於鋼樑3〇〇上之一活動板與一接合面 板焊接；以及將接合面板與柱身鋼骨裸露部分螺接。 如圖7a及圖7b所示，當鋼樑3〇〇與鋼骨鋼筋混凝土結構主柱 之四面鋼肖裸路部分完成接合後，進—步以鋼筋續接器6⑻ 、.只接位於上此凝土包覆柱冑22〇以及下部混凝土包覆柱體 四周之辦鋪混耻職配筋，並於制_錢土以完成 鋼骨鋼筋混凝土結構之施工。The method also includes welding a movable plate slidably disposed on the steel beam 3 to a joint panel; and screwing the joint panel to the exposed portion of the steel shaft of the column. As shown in Fig. 7a and Fig. 7b, when the steel beam 3〇〇 and the steel reinforced concrete structure main column are completely joined by the four-side steel bare road portion, the step is to take the steel splicer 6 (8), which is only located above. The concrete covered column 胄22〇 and the surrounding concrete-covered column are covered with the symmetry of the fascia, and the reinforced concrete structure is completed in the system.
本發明已由上述相關實施例加以描述，然而上述實施例僅為實 ==之Γ °必需_是，_之實施例並未限制本發 均等二二地’包含於申請專利範圍之精神及範圍之修改及 均4狄置均包含於本發明之範圍内。 【圖式簡單說明】 :混凝土結構; ϋ所不為本發明鋼樑接合結構接合固定 圖3所示為本發明鋼襟接合_合陶 11The present invention has been described by the above related embodiments, but the above embodiments are only true == Γ ° _ Yes, the _ embodiment does not limit the present invention to the same as the spirit and scope of the scope of the patent application. Modifications and uniformity are included in the scope of the invention. [Simple description of the drawings]: concrete structure; ϋ is not the joint fixing of the steel beam joint structure of the present invention. Fig. 3 shows the steel truss joint of the present invention.