201207203 六、發明說明： 【發明所屬之技術領域】 本發明係關於一種多功能鋼造建築結構.，特別是指一 種應用剛性構架取代傳統鋼筋且具備防震、防火排煙、減 音及減碳等功能之建築結構。 【先前技術】201207203 VI. Description of the Invention: [Technical Field of the Invention] The present invention relates to a multifunctional steel building structure, in particular to a rigid frame that replaces a conventional steel bar and has anti-vibration, fire and smoke exhaust, sound reduction and carbon reduction, etc. Functional building structure. [Prior Art]
傳統建築結構諸如樑、柱、樓版、牆等之施工，必須 先配置鋼筋架構再架設模板，將其包圍在模板內，然後施 以水泥灌漿，待水泥固化後拆模而塑造出樑、柱、樓版、 牆等的外型。一般而論，使用傳統鋼筋混凝土營建不但施 工速度緩慢，且模板的損耗率也高。 以此傳統方式建造成之樑、柱、樓版、牆等結構，無 論從其橫斷面或縱斷面來看，都是以混凝土包覆著鋼骨， 故，一旦遇到強烈的地震其外層的混凝土會先被震破碎裂 而剝落，更嚴重的會變形甚至斷裂。傳統鋼筋混凝土之建 築結構幾乎很難抵擋有如92 1規模的大地震。 另外，從建築物防火方面而言，建築物之防火構造固 然可以從建築技術規則來規範其使用防火等級的材料，但 在一般火災中受高溫灼傷通常不是人命傷亡的主要原因， 從歷來火災統計資料顯示，大部分生命的傷亡幾乎都是因 吸入一氧化碳等有害氣體或濃煙所致。煙是火災燃燒過程 中必然的產物，濃煙除了會使人窒息之外會阻礙視線，會 助長驚慌狀況而影響逃生者找到逃離火場的路線，且會影 響消防人員能否找出火場、撲滅火災的影響因素。在許多[S] 201207203 情況，煙往往比溫度更早達到令人難以忍受的程度，因此 防煙比防高溫對生命的威脅更形重要，一般新建高樓建築 基本上都設計有公共排煙管道，惟，可以理解的是，室內 隔間通常是阻礙濃煙順利排出的主要障礙。故而，針對上 述課題，爲本業界亟待努力克服的目標。 【發明內容】 本發明之主要目的在於提供一種多功能鋼造建築結 構，用以改善傳統建築結構耐震效果不佳的缺點。For the construction of traditional building structures such as beams, columns, floor plates, walls, etc., it is necessary to first arrange the steel structure and then erect the formwork, enclose it in the formwork, and then apply cement grout. After the cement is solidified, the mold is demoulded to form the beam and column. The appearance of the floor, wall, etc. In general, the use of traditional reinforced concrete construction is not only slow, but also the loss rate of the stencil. The beams, columns, floor plates, walls and other structures constructed in this traditional way are covered with concrete in terms of their cross-section or longitudinal section, so once they encounter a strong earthquake The outer layer of concrete will be first cracked and peeled off by the earthquake, and more severely deformed or even broken. The construction of traditional reinforced concrete is almost impossible to withstand large earthquakes such as the 92 1 scale. In addition, in terms of fire protection of buildings, the fireproof structure of buildings can be standardized from the technical rules of the building. However, high temperature burns in general fires are usually not the main cause of casualties, from historical fire statistics. According to the data, most of the life's casualties are caused by the inhalation of harmful gases such as carbon monoxide or smoke. Smoke is an inevitable product in the fire burning process. In addition to causing people to suffocate, smoke will hinder the line of sight. It will encourage panic and affect the escape route to find a route to escape from the fire. It will affect whether firefighters can find out the fire. Fight the factors that affect the fire. In many cases [S] 201207203, smoke tends to reach an unbearable level earlier than temperature, so smoke prevention is more important than the danger of life against high temperatures. Generally, new high-rise buildings are basically designed with public exhaust pipes. However, it can be understood that the indoor compartment is usually the main obstacle to the smooth discharge of smoke. Therefore, it is an urgent need for the industry to overcome the above problems. SUMMARY OF THE INVENTION The main object of the present invention is to provide a multifunctional steel building structure for improving the shortcomings of the conventional building structure with poor seismic resistance.
爲了達成上述目的及其他目的，根據本發明多功能鋼 造建築結構，其係由複數樑、柱、樓版、牆等構成在上、 下方向具有至少一內部空間之多疊層的建築結構，該等 樑、柱、樓版、牆至少包含一由多數垂直方向之第一構件 和多數水平方向之第二構件互相插接組合成而成之剛性構 架，其中該第一構件之縱向面上等間距地形成多數個矩形 鏤孔，且在該鏤孔中至少形成一個對角方向的肋部；該第 二構件分別穿設在該第一構件之鏤孔中，在該第二構件之 縱向面上等間距地形成多數個矩形鏤孔，且在該鏤孔中至 少形成一個對角方向的肋部；該建築結構至少另外具備一 公共排煙管道。其中，每一樑之中心具有一鋼骨，沿該鋼 骨橫斷面之四周分別以該剛性構架圍繞並固定在一起：每 —柱之中心具有一鋼骨，沿該鋼骨橫斷面之四周分別以該 剛性構架圍繞並固定在一起；及，一天花板，以剛性構架 形成之固定在每一內部空間的上方及樓版的下方，構成一 201207203 夾層空間並與該公共排煙管道連通。In order to achieve the above object and other objects, the multi-functional steel building structure according to the present invention is composed of a plurality of stacked beams, columns, floor plates, walls, and the like, and a multi-layered building structure having at least one internal space in the upper and lower directions. The beam, the column, the floor plate and the wall comprise at least a rigid frame formed by inserting and combining a plurality of vertically oriented first members and a plurality of horizontally oriented second members, wherein the longitudinal faces of the first members are equal Forming a plurality of rectangular bores at intervals, and forming at least one diagonal rib in the bore; the second member is respectively disposed in the bore of the first member, in a longitudinal plane of the second member A plurality of rectangular bores are formed at equal intervals, and at least one diagonal rib is formed in the bore; the building structure at least additionally has a common exhaust duct. Wherein, each beam has a steel bone at the center thereof, and is surrounded and fixed by the rigid frame along the circumference of the steel cross section: each steel core has a steel bone along the cross section of the steel The surrounding frame is surrounded and fixed by the rigid frame; and a ceiling is formed by a rigid frame fixed above each inner space and below the floor to form a 201207203 mezzanine space and communicates with the common exhaust pipe.
根據本發明’在該樑、柱、樓版及牆之剛性構架的外 側分別以擴張網覆設作爲外模，並以混凝土灌漿在其中而 固化成型。以此方式建造之樑、柱、樓版、牆等結構，無 論從其橫斷面或縱斷面來看幾乎都是剛性構架包覆著混凝 土’該剛性構架抗剪應力效果佳，一旦遇到強烈的地震其 內部的混凝土較不容易碎裂或剝落，具有較佳的耐震度， 即使地震強度超過結構的設計負荷也會先有變形，不會立 即傾倒或斷裂。此爲本發明之主要目的。 根據本發明之版、牆側向強度大，相對地承載樑、柱 所需之斷面小、構造輕。按照本發明之樑、柱、樓版、牆 等結構強度和耐震度，相較於相同強度和耐震度之傳統的 樑、柱、樓版、牆等，本發明所需之截面積較小，意即建 築用料（包括鋼材及混凝土）較節省、結構輕量化與耐久 化，建築成本更低且施工快速，符合環保減碳之目的。此 爲本發明另一目的。 根據本發明，在該天花板夾層之剛性構架的底面以擴 張網封閉作爲外模，並在該擴張網表面噴塗有防火砂漿及 粉刷有防火漆。又，在該剛性構架之複數預定點上設有排 煙閘門、火警偵測裝置及在閘門內設有排煙裝置等，當該 火警偵測裝置偵測到火警發生時，該排煙裝置受控將濃煙 抽送到該天花板的夾層內並經由該公共排煙管道排出，能 在火警發生的第一時間內即將濃煙排出，可避免對生命造 r Ί 201207203 脈1 架 構 性 剛 之 等 。 牆 的、 目版 | 樓 又、 明柱 發、 本樑 爲該 此’ 。 明 害發 危本 的據 重根 嚴 成 該且 及’ ’ 外 音之 噪能 隔功 阻的 效煙 有排 能有 , 具 型了 成除 體間 1 空 注層 灌夾 土板 凝花 混天 以之 並方 ’ 下 連版 相樓 的 巨1 再 明 發 本 爲 此 ο 效 功 的 音 1 減式 有-方 具施 時實 同 ί 進 作 點 国·' 特 術 技 明 發 本 對 例 施 說之好 地明最 步發致 一 本獲 定而 限明 來說 用細 非詳 並 歹 例下 範合 的結 表圖 代附 佳考 較參 實爲由 合僅藉 配例謹 將施， 下實圍 以該範 ’ 施 明實 的理解。 首先’第1至12圖用來說明本發明多功能鋼造建築結 構並輔以主要的斷面圖加以說明。根據本發明多功能鋼造 建築結構1，其係由樑10、柱20、樓版30、牆40等構成 具有內部空間之多疊層的建築結構（如第1及2圖所示）， 該樑10、柱20、樓版30、牆40分別包含至少一由多數直 交方向之第一構件S10和第二構件S20垂直相交組合成而 成之剛性構架S。其中，該樑1〇之中心具有—鋼骨SH，沿 該鋼骨SH橫斷面之四周分別以該剛性構架S圍繞並固定在 一起，該柱10之中心具有一鋼骨SH，沿該鋼骨SH橫斷面 之四周分別以該剛性構架S圍繞並固定在一起；又，該建 築結構1至少具備一公共排煙管道60,在該樓版30的下方 以剛性構架S形成一天花板之夾層空間50，並與該公共排 煙管道60連通。According to the present invention, the outer side of the rigid frame of the beam, the column, the floor plate and the wall is respectively covered with an expanded mesh as an outer mold, and concrete is grouted therein to be solidified. The beams, columns, floor plates, walls and other structures constructed in this way are almost all rigid structures covered with concrete from their cross-section or longitudinal section. The rigid frame has good shear stress effect. Strong earthquakes have less internal cracking or spalling, and have better earthquake resistance. Even if the seismic intensity exceeds the design load of the structure, it will be deformed first and will not fall or break immediately. This is the main purpose of the invention. According to the plate of the invention, the lateral strength of the wall is large, and the required cross-section of the beam and the column is small and the structure is light. According to the structural strength and the earthquake resistance of beams, columns, floor plates, walls, etc. according to the present invention, the cross-sectional area required by the present invention is smaller than that of conventional beams, columns, floor plates, walls, etc. of the same strength and shock resistance. It means that the building materials (including steel and concrete) are more economical, lightweight and durable, with lower construction costs and fast construction, which is in line with the goal of environmental protection and carbon reduction. This is another object of the invention. According to the present invention, the bottom surface of the rigid frame of the ceiling sandwich is closed as an outer mold by a stretched net, and the surface of the expanded net is sprayed with a fireproof mortar and a fireproof paint. Further, at a plurality of predetermined points of the rigid frame, a smoke evacuation gate, a fire detection device, and a smoke evacuation device are provided in the gate. When the fire detection device detects a fire, the smoke evacuation device is subjected to The smoke is pumped into the mezzanine of the ceiling and discharged through the public exhaust pipe, so that the smoke can be discharged in the first time when the fire occurs, so as to avoid the construction of the life. The walls, the eyeplates, the floor, the Mingzhu hair, the beam are the ones. According to the heavy roots of the crimes, the effective smoke of the noise-cancellation of the external sounds can be arranged, and the type of the air-filled layer is filled with the soil. In the same way, the giant 1 of the same version of the floor is re-issued for this purpose. The sound of the effect is reduced by 1 - the square has the same effect as the ί 进 进 · · ' ' ' ' ' ' ' ' ' ' The best way to make a statement is to make a decision that is limited and that is limited and that is not a detailed description, and that the example of the combination of the example is better than that of the reference. , Shishiwei is based on the understanding of the model. First, the first to twelfth drawings are used to explain the multi-functional steel construction structure of the present invention and are explained by a main sectional view. According to the multi-functional steel building structure 1 of the present invention, the beam 10, the column 20, the floor plate 30, the wall 40 and the like constitute a multi-layered building structure having an internal space (as shown in Figures 1 and 2). The beam 10, the column 20, the floor plate 30, and the wall 40 respectively comprise at least one rigid frame S formed by a vertical intersection of a first member S10 and a second member S20 in a plurality of orthogonal directions. Wherein, the center of the beam has a steel skeleton SH, and is surrounded and fixed by the rigid frame S along the periphery of the cross section of the steel skeleton SH. The center of the column 10 has a steel skeleton SH along the steel. The periphery of the cross section of the bone SH is surrounded and fixed by the rigid frame S. Further, the building structure 1 has at least one common exhaust duct 60, and a rigid frame S is formed under the floor 30 to form a ceiling sandwich. The space 50 is in communication with the common exhaust duct 60.
201207203 該剛性構架S誠如第π至1 2圖所示，係 分析軟體分析計算出符合材料強度及材料變限 件，選用適合之厚度及剛性的鋼板。該第一構f 該剛性構架S之第一方向等間距地排列，該第 以鋼板軋壓成型，在其橫斷面的左右側各形成 折，橫斷面成C字形結構，及在該第一構件S 上等間距地形成多數個矩形鏤孔S11，且在該鏤 成一對對角方向的肋部S12;又，在該鏤孔S11 —側分別軋壓出一個承接部S13,且藉由其基材 外側方向突出的凸緣部S14(如第11a及llcB 第二構件S20從該剛性構架S之第二方向成等 在該第一構件S10之承接部S13中，該第二構 板軋壓成型，在其橫斷面的左右側各形成一度 橫斷面成U字形結構，在該第二構件S 20之縱 距地形成多數個矩形鏤孔S2 1，且在該鏤孔S2 1 對角方向的肋部S22，及該第二構件S20例如以 或自攻螺釘等與該第一構件S10之凸緣部S14 (如第lib及11c圖所示）。又，在該第二構件 S21和鏤孔S21之間包含一個貫穿孔S23，且各 第一構件S10方向平行的加勁鋼筋S30。第4圖 性構架S應用在垂直方向的結構牆40上，及第 該剛性構架S應用在水平方向的結構樓版30上 明在上述剛性構架S的最外層以剛性的擴張網 以有限元素 度之設計條 牛S 10係沿 —構件S 1 0 二度直角轉 1〇之縱向面 孔S 1 1中形 長度方向的 形成一個向 圓所示）。該 間距地穿設 件S20以鋼 直角轉折， 向面上等間 中形成一對 L銲接、槍釘 固定在一起 S20的鏤孔 穿設一與該 所示即該剛 5圖所示即 ，，按照本發 S 4 0包覆作 201207203 爲外模，並以混凝土灌漿在其中固化成型，免配筋、免拆 模施工快速。上述有關剛性構架部分的更詳細說明，可參 閱本案發明人於中華民國發明專利申請第98137059號所提 出之「營建工程用版牆構件」》201207203 The rigid frame S is as shown in the figure π to 12, and is analyzed by software analysis to calculate the material strength and material variation, and select the steel plate of suitable thickness and rigidity. The first structure f is arranged at equal intervals in a first direction of the rigid frame S, and the first steel sheet is rolled and formed into a folded shape on the left and right sides of the cross section, and has a C-shaped cross section, and a plurality of rectangular borings S11 are formed at equal intervals on a member S, and the ribs S12 are formed in a pair of diagonal directions; and a receiving portion S13 is rolled and pressed on the side of the boring S11, respectively, by a flange portion S14 protruding in the outer direction of the base material (as in the 11th and 11c second members S20 from the second direction of the rigid frame S, etc. in the receiving portion S13 of the first member S10, the second plate rolling Press forming, forming a U-shaped cross section at each of the left and right sides of the cross section, forming a plurality of rectangular bores S2 1 at a longitudinal distance of the second member S 20 and at the pupil S2 1 pair The rib portion S22 in the angular direction, and the second member S20 are, for example, a self-tapping screw or the like and a flange portion S14 of the first member S10 (as shown in FIGS. 11 and 11c). Further, in the second member S21 Between the bore S21 and the bore S21, a through-hole S23 is included, and each of the first members S10 is parallel to the stiffening bar S30. The fourth figure S should be The structural wall 40 is used in the vertical direction, and the rigid frame S is applied to the structural floor 30 of the horizontal direction. The outermost layer of the rigid frame S is defined by a rigid expansion net with a finite element degree. Between the member S 1 0 and the longitudinal face of the second angle S 1 1 in the longitudinal direction of the shape formed as a circle). The spacing member S20 is turned at a right angle to the steel, and a pair of L-welding is formed in the upper surface of the surface, and the pinholes of the nails are fixed together S20, as shown in the figure of FIG. According to the invention, S 4 0 is coated as 201207203 as the outer mold, and the concrete grouting is solidified and formed therein, and the construction of the reinforcement-free and free-release mold is fast. For a more detailed description of the above-mentioned rigid frame portion, reference may be made to the "wall member for construction engineering" proposed by the inventor of the Chinese Patent Application No. 98137059.
再如第3圖所示，即該剛性構架S應用在垂直支撐柱 20的結構上，該柱20中心之鋼骨SH例如習知之Η型鋼， 在該鋼骨SH橫斷面上以放大尺寸的第二構件S20作爲加勁 板S 20’，包覆在其左右側以作爲連接之固定件（如第3a及 3b圖所示）；該剛性構架S沿著鋼骨SH橫斷面之四周圍繞 包覆，且藉由複數剪力釘S50將該剛性構架S與鋼骨SH固 定在一起。又如第6至8圖所示，即該剛性構架S應用在 水平支撐樑1 〇的結構上，該樑1 〇中心之鋼骨SH例如習知 之Η型鋼，在該鋼骨SH橫斷面上以放大尺寸的第二構件 S20作爲加勁板S20’，包覆在其左右側以作爲連接之固定件 (如第6a圖所示）；該剛性構架S沿著鋼骨SH橫斷面之四 周圍繞包覆，且藉由複數剪力釘S50將該剛性構架S與鋼 骨SH固定在一起。由於樑1〇與樓版30及牆40等的銜接 界面有多種型式，包覆在該樑之鋼骨SH的橫斷面之四 周的剛性構架S可與樓版3 0、牆40等之剛性構架S成共構 (如第6、7及8圖所示）。按照本發明’在上述樑1〇及柱 2 0之剛性構架S的最外層以剛性的擴張網S 4 0包覆作爲外 模，並以混凝土灌漿在其中固化成型’免配筋、免拆模施 工快速，能大幅節省人力工時’降低營建成本。 201207203Further, as shown in FIG. 3, the rigid frame S is applied to the structure of the vertical support column 20, and the steel skeleton SH at the center of the column 20 is, for example, a conventional steel profile, in an enlarged size on the cross section of the steel skeleton SH. The second member S20 is used as a stiffening plate S 20', coated on the left and right sides thereof as a connecting fixing member (as shown in Figs. 3a and 3b); the rigid frame S is wrapped around the cross section of the steel plate SH. The rigid frame S is fixed to the steel plate SH by a plurality of shear pins S50. Further, as shown in Figures 6 to 8, that is, the rigid frame S is applied to the structure of the horizontal support beam 1 ,, the steel shaft SH of the center of the beam 1 is, for example, a conventional Η steel, on the cross section of the steel SH The second member S20 having an enlarged size is used as the stiffening plate S20', and is coated on the left and right sides thereof as a fixing member for attachment (as shown in FIG. 6a); the rigid frame S is surrounded by the cross section of the steel plate SH. The cladding is fixed, and the rigid frame S is fixed to the steel plate SH by a plurality of shear pins S50. Since the interface between the beam 1〇 and the floor 30 and the wall 40 has various types, the rigid frame S wrapped around the cross section of the beam SH of the beam can be rigid with the floor 30, the wall 40, and the like. The framework S is co-constructed (as shown in Figures 6, 7 and 8). According to the invention, the outermost layer of the rigid frame S of the beam 1 and the column 20 is covered with a rigid expanded mesh S 40 as an outer mold, and the concrete is grouted therein to form a mold-free, free-form mold. The construction is fast, which can greatly save manpower hours and reduce construction costs. 201207203
請再參考第9及10圖所示’在該樓版30的下方，藉 由複數第二構件S 2 0將縮小尺寸之剛性構架s吊掛固定形 成一天花板之夾層空間50,並使該剛性構架S與樑10維持 有寬裕的間距，且該夾層空間50並與該公共排煙管道60 連通。根據本發明，在該剛性構架S的底面以擴張網S40 包覆作爲外模，及在該擴張網S40表面噴塗有防火砂漿及 粉刷有防火漆等。其中，在該剛性構架S之複數預定點上 設有排煙閘門5 3、火警偵測裝置5 1例如習知之煙霧感測 器、溫度感測器，及在閘門5 3內設有排煙裝置5 2等，當 該火警偵測裝置5 1偵測到火警發生時隨即開啓排煙閘門 53，該排煙裝置52受控將濃煙抽送到該天花板之夾層空間 50內，由於該公共排煙管道60具有煙囪效應，該夾層空間 5 0內的濃煙隨即順著公共排煙管道6 0排出。 '根.據本發明之樓版30、牆40側向強度大，相對地樑 10、柱20承載所需之斷面小' 構造輕，與相同強度和耐震 度之傳統鋼筋混凝土的樑、柱、樓版、牆等相較之下，本 發明所需之截面積較小，意即建築用料包括鋼材及混凝土 等較節省、結構輕量化與耐久化，建築成本更低且施工快 速，符合環保減碳之目的。如上述之樑10、柱20、樓版30 及牆40等建築結構1，無論從其橫斷面或縱斷面來看幾乎 都是剛性構架S包覆著混凝土，其握裹力佳’相對地抗剪 應力效果較傳統鋼筋混凝土優異，一旦遇到強烈的地震其 內部的混凝土較不容易碎裂或剝落，具有較佳的耐震度， 201207203Referring to Figures 9 and 10, below the floor 30, the reduced-size rigid frame s is suspended and fixed by a plurality of second members S 2 0 to form a ceiling sandwich space 50, and the rigidity is made. The frame S maintains a generous spacing with the beam 10 and the interlayer space 50 is in communication with the common exhaust duct 60. According to the present invention, the bottom surface of the rigid frame S is covered with an expanded mesh S40 as an outer mold, and the surface of the expanded mesh S40 is sprayed with a fireproof mortar and a fireproof paint. Wherein, at a plurality of predetermined points of the rigid frame S, a smoke exhaust gate 53 is provided, a fire detecting device 5 1 such as a conventional smoke sensor, a temperature sensor, and a smoke exhausting device in the gate 53 5, etc., when the fire detecting device 5 1 detects the occurrence of a fire alarm, the smoke exhaust gate 53 is opened, and the smoke exhausting device 52 is controlled to pump the thick smoke into the mezzanine space 50 of the ceiling, because the public exhaust smoke The duct 60 has a chimney effect, and the smoke in the interlayer space 50 is then discharged along the common exhaust duct 60. 'Root. According to the invention, the floor 30 and the wall 40 have large lateral strength, and the beam 10 and the column 20 are required to carry the required small section of the structure. The structure is light, and the traditional reinforced concrete beam and column with the same strength and shock resistance are used. Compared with the floor, wall and the like, the cross-sectional area required by the invention is small, which means that the building materials include steel and concrete, such as saving, lightweight and durable, low construction cost and fast construction. The purpose of environmental protection and carbon reduction. The building structure 1 such as the beam 10, the column 20, the floor plate 30 and the wall 40, as described above, is almost completely rigid frame S coated with concrete from its cross section or longitudinal section, and its grip strength is good. The ground shear stress effect is better than that of traditional reinforced concrete. Once a strong earthquake is encountered, the concrete inside is less likely to be broken or peeled off, and has better earthquake resistance. 201207203
即使地震強度超過結構的設計負荷也會先有變形，不會立 即傾倒或斷裂，能將地震災害減少至最低程度。經發明人 等委託國家地震中心以SAP2000軟體模擬測試比較，其中， 外力設定：以921地震時在嘉義偵測站所測出的地表歷時 加速度値作爲外力；測試組：包括本發明之樑、柱、樓版 及牆等結構體；對照組：傳統鋼筋混凝土 RC及鋼構混凝土 SRC等構築之樑、柱、樓版及牆等結構體，從測試的變形 量都能得到——驗證。又，根據本發明之樑1 0、柱20、樓 版3 0、牆4 0等之剛性構架S —脈相連，並以混凝土灌注一 體成型’能有效阻隔噪音，及該樓版20下方之天花板的夾 層空間50除了具有排煙的功能之外，能有效阻絕樓層與樓 層之間聲音的傳遞，同時具有減音的功效。 以上僅爲本發明代表說明的較佳實施例，並不侷限本 發明實施範圍’即不偏離本發明申請專利範圍所作之均等 變化與修飾，應仍屬本發明之涵蓋範圍。 【圖式簡單說明】 第1圖係繪示本發明多功能鋼造建築結構之實施例之 平面示意圖； 第2圖爲顯示第1圖建築結構之局部立體圖； 第3圖爲顯示本發明建築結構之柱之橫斷面示意圖； 第3a圖爲顯示從第3圖中3&_3&方向之縱斷面示意圖； 第3b圖爲顯示第3及3a圖中標示爲S20’之構件的立 體圖； •10- 201207203 第4圖爲顯示本發明建築結構之牆之縱斷面示意圖： 第5圖爲顯示本發明建築結構之樓版之橫斷面示意圖； 第6圖爲顯示本發明建築結構之樓版和樑共構之橫斷 面示意圖； 第6a圖爲顯示從第6圖中6a-6a方向之縱斷面示意圖； 第7 ®爲顯示本發明建築結構之樓版、樑及牆共構之 橫斷面示意圖； φ 第8圖爲顯示本發明建築結構之樓版、樑及牆共構之 Φ 另—橫斷面示意圖； 第9圖爲顯示本發明建築結構之天花板夾層之剖面示 意圖： 第10圖爲顯示本發明建築結構之天花板夾層之另一剖 面示意圖； 第11圖爲顯示本發明應用於牆之剛性構架之組合狀態 立體圖；Even if the seismic intensity exceeds the design load of the structure, it will be deformed first, and will not be dumped or broken immediately, and the earthquake disaster can be minimized. The inventors entrusted the National Seismological Center to compare the SAP2000 software simulation test, in which the external force was set as the external force measured by the Chiayi detection station at the time of the 921 earthquake; the test group: including the beam and column of the present invention Structures such as floor and wall; control group: beams, columns, floor plates and walls constructed by traditional reinforced concrete RC and steel-reinforced concrete SRC, which can be obtained from the test deformation. Moreover, according to the present invention, the rigid frame S of the beam 10, the column 20, the floor 30, the wall 40, and the like are connected to each other, and the concrete is integrally molded to effectively block noise, and the ceiling below the floor 20 In addition to the function of exhausting smoke, the mezzanine space 50 can effectively block the transmission of sound between the floor and the floor, and has the effect of reducing sound. The above are only the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view showing an embodiment of a multi-functional steel building structure of the present invention; FIG. 2 is a partial perspective view showing the building structure of FIG. 1; FIG. 3 is a view showing the building structure of the present invention. A cross-sectional view of the column; Fig. 3a is a schematic view showing a longitudinal section from the 3&_3& direction in Fig. 3; and Fig. 3b is a perspective view showing a member indicated as S20' in Figs. 3 and 3a; 10-201207203 Figure 4 is a schematic cross-sectional view showing the wall of the building structure of the present invention: Figure 5 is a schematic cross-sectional view showing the floor of the building structure of the present invention; Figure 6 is a floor plan showing the building structure of the present invention A cross-sectional view of the co-construction with the beam; Figure 6a is a schematic view showing the longitudinal section from the direction of 6a-6a in Fig. 6; the 7th is a cross-section of the floor, beam and wall of the building structure of the present invention. Fig. 8 is a schematic view showing the Φ-cross-section of the floor, beam and wall of the building structure of the present invention; FIG. 9 is a schematic cross-sectional view showing the ceiling sandwich of the building structure of the present invention: The figure shows the building structure of the invention Another cross-sectional schematic view of the ceiling height; rigid framework composition of the present invention is applied to the wall of a perspective view of a state display graph 11;
第11a圖爲顯示本發明第—構件之橫斷面示意圖； 第ub圖爲顯示本發明第二構件之橫斷面示意圖； 第1圖爲顯示本發明第一構件、第二構件成分離狀態 之局部立體圖； 第圖爲顯示本發明應用於樓版之剛性構架之組合狀 態立體圖。 【主要元件符號說明】 1 建築結構 -11- 201207203Figure 11a is a cross-sectional view showing the first member of the present invention; Figure ub is a cross-sectional view showing the second member of the present invention; Figure 1 is a view showing the first member and the second member of the present invention in a separated state. Partial perspective view; The figure is a perspective view showing the combined state of the rigid frame to which the present invention is applied to the floor. [Main component symbol description] 1 Building structure -11- 201207203
10 樑 20 柱 30 樓版 40 牆 50 夾層空間 5 1 火警偵測裝置 52 排煙裝置 53 排煙閘門 60 排煙管道 S 剛性構架 S 1 0 第一構件 S 1 1 鏤孔 S 1 2 肋 S 1 3 承接部 S 14 凸緣部 S20 第二構件 S205 加勁板 S2 1 鏤孔 S22 肋 S23 貫穿孔 S30 加勁鋼筋 S40 擴張網 S50 剪力釘 SH 鋼骨 -12-10 Beam 20 Column 30 Floor 40 Wall 50 Mezzanine space 5 1 Fire detection device 52 Smoke exhaust device 53 Smoke exhaust valve 60 Smoke exhaust pipe S Rigid frame S 1 0 First member S 1 1 Boring S 1 2 Rib S 1 3 Receiving part S 14 Flange part S20 Second part S205 Stiffening plate S2 1 Boring S22 Rib S23 Through hole S30 Stiffening steel S40 Expansion net S50 Shear nail SH Steel bone -12-