1354052 九、發明說明： 【發明所屬之技術領域】 本發明係有關於一種結構體之防火區劃，特別是指一 種可以有效隔絕火源以防止結構體傾倒之防火區劃。 【先前技術】1354052 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a fire protection zone of a structure, and more particularly to a fire protection zone which can effectively isolate a fire source to prevent the structure from falling over. [Prior Art]
隨著都會區人口不斷地增加以及土地資源有限的情況 下，都會區的建築朝向超高層大樓發展實為必然的趨勢。 目前超高層大樓之結構體多採用鋼骨結構，其主要原因在 於鋼骨結構具有重量輕、施工期短以及施工品質佳等優 點，因此比鋼筋混凝土更適合做為超高層大樓之結構體。 石月多阅圃“ u厂/丨小，丹你局筲知超鬲層大樓之 ，構體示意圖。該結構體丨包括複數個鋼骨結構樓層U 每一個鋼骨結構樓層11均包含複數個鋼柱112、鋼樑Η 以及樓版116等構件，其中鋼柱112a與鋼柱112b之間$ 利用全滲透焊方式對接，鋼樑114則是結合於鋼柱114々 側表面’而樓版116則是設置在鋼樑114之上。 由於鋼骨結構最大的缺點在於不耐熱，而習知結 1在設計上都是將鋼柱112a與鋼柱112b以及鋼柱益 鋼樑114直接結合，—旦建築物發生火災，數千度: 將會造成鋼骨結構軟化，此外，㈣難的導熱性佳，^ 熱的溫度將迅速地從火紐生處向四周料，當結構體^ 之鋼柱m開始軟化，再加上鋼柱112上方建築物之 鋼柱112核有可能因為挫屈而造成賴物_的倒^ 以美國911事件為例，雙子星大樓為一鋼骨結構 而層大樓，當其遭受攻擊之後，高熱的溫度迅速地從動 5 樓層向四周料’高溫使她變得軟化，再加上建築物本 身的重量造成雜雜屈，造錢獻樓在遭擊 不久便倒塌。 俊 由於建築物的倒塌對於生命與財產的損失是難以計數 的’而火災或爆炸會造成超高層大樓的倒塌最主要的原因 在於鋼骨結構的耐熱性差，因此，若吾人無法避免火炎與 爆炸等意外發生’也應該針對超高層大樓之結構體做適^ 的防火Hi彳，使火災所產生的熱源控制在特定區域無法向With the increasing population of the metropolitan area and limited land resources, the development of the metropolitan area towards the super high-rise building is an inevitable trend. At present, the structure of the super high-rise building is mostly made of steel structure. The main reason is that the steel structure has the advantages of light weight, short construction period and good construction quality. Therefore, it is more suitable as a structure of super high-rise building than reinforced concrete. Shi Yueduo read "U Factory / Xiao Xiao, Dan You Bureau knows the super-layer building, the structure diagram. The structure includes a plurality of steel-structured floors U. Each steel-structured floor 11 contains a plurality of The steel column 112, the steel beam Η and the building plate 116 and the like, wherein the steel column 112a and the steel column 112b are docked by full penetration welding, and the steel beam 114 is bonded to the side surface of the steel column 114 and the floor plate 116 It is placed on the steel beam 114. The biggest disadvantage of the steel structure is that it is not heat-resistant, and the conventional knot 1 is designed to directly combine the steel column 112a with the steel column 112b and the steel column Yiyi beam 114. Fires in buildings, thousands of degrees: will cause the steel structure to soften, in addition, (four) difficult thermal conductivity, ^ heat temperature will be quickly from the fire to the surrounding material, when the structure ^ steel column m Beginning to soften, plus the steel column 112 core of the building above the steel column 112 may cause the collapse of the material due to frustration. Take the US 9/11 incident as an example. The Gemini building is a steel-structured building. After it was attacked, the high heat temperature quickly moved from the 5th floor to the surrounding area' The high temperature made her soften, and the weight of the building itself caused miscellaneousness. The money-making building collapsed shortly after being hit. Jun is difficult to count for the loss of life and property due to the collapse of the building. The main reason why the explosion will cause the collapse of the super high-rise building is that the heat resistance of the steel structure is poor. Therefore, if we can't avoid accidents such as fire and explosion, we should also do a good job against the structure of the super high-rise building. To prevent the heat source generated by the fire from being controlled in a specific area.
四周傳導，以避免造成整楝大樓的倒塌，進而達到損 制之效果。 σI 【發明内容】 本發明之主要目的在於提供一種結構體之防火區劃， 藉由該防火區劃之設計，使結構體在發生火災時，熱源可 以被控制在特定區域，以避免造成結構體的倒塌。 為了達到上述目的，本發明所提供之結構體之防火區 劃包括至少一第一防火區、一樓版、一第二防火區，該樓 版係設置在第一防火區與第二防火區之間。 第一防火區包括至少一鋼骨結構樓層，該鋼骨結構樓 層具有複數個第一鋼柱以及複數個第一鋼標，其中上述第 一鋼柱係為中心設有開口之箱型柱，上述第一鋼樑係結合 於其側表面。 樓版包括一鋼浪版以及一耐火材料，其中鋼浪版係 與第一鋼樑相結合’而财火材料則是填充於鋼浪版表面以 及第一鋼柱之開口中，上述耐火材料可以是纖維鋼筋混凝 土、矽酸鈣或是石棉等。 第二防火區包括至少一鋼骨結構樓層，該鋼骨結構 2層具有複數個第二鋼柱以及複數個第二鋼樑，其中上述 第一鋼柱之底部均設有一結合板以及一結合柱，該結合板 係與樓版之間係透過錨栓固定結合，該結合柱係埋入該第 一鋼柱之開口中，其表面並設有複數個剪力釘用以加強結 合柱與填充在開口中之耐火材料之間的握裹力。 由上述說明可知，本發明之防火區劃係將結構體區分 成複數個防火區，而第一防火區與第二防火區之間鋼柱並 沒有直接結合，而是透過二防火區之間之樓版加以結合， 由於該樓板包含耐火材料，當其中之一防火區發生火災或 爆炸0ΤΓ ’其所產生之咼溫將被控制在該防火區之中而無法 向四周傳導，因此，本發明之防火區劃可避免結構燈余面 性的倒塌，進而降低生命與財產的損失。 為使本發明之優點及精神能更進一步被揭示，兹配合 圖式作一詳細說明如後。 【實施方式】 請參閱圖二A所示，其係為本發明之結構體之防火區 劃示意圖’圖中結構體2包括複數個鋼骨結構樓層22，每 一個樓層22均包括複數個鋼柱222以及複數個鋼樑224， 而樓層22與樓層22之間則是利用樓版226加以區隔。本 發明之防火區劃係將結構體2劃分成複數個防火區3，每 一個防火區3包括至少一鋼骨結構樓層22，各防火區3之 間係利用一樓版226加以區隔，但為了便於說明，本發明 之結構體之防火區劃，其最佳實施例係包括一第一防火 區、一樓版、一第二防火區，其中每一個防火區包括一鋼 骨結構樓層，實施例之說明如下。 請參閱圖二B所示，其係為本發明之圖二八之八區域 結合示意圖，圖巾第-防火^ 31之鋼t結構樓層包括複數 個第一鋼柱311以及複數個第一鋼樑312，其中上述第一 鋼柱311係為中心設有開口 313之箱型柱，上述第一鋼樑 312係結合於其側表面。樓版32包括一鋼浪版32ι以及一 耐火材料322 ’其中鋼浪版321係與第一鋼樑311相結合， 而耐火材料322則是填充於鋼浪版321表面以及第一鋼柱 311之開口 313中，上述耐火材料322可以是纖維鋼筋混 凝土、矽酸鈣或是石棉等。第二防火區33之鋼骨結構樓層 包括複數個第二鋼柱331以及複數個第二鋼樑（圖中未 示），该第二鋼柱331可以是I型柱或是箱型柱，其底部均 设有一結合板332以及一結合柱333，該結合板332係與 樓版32之間係透過錨栓334固定結合，而該結合柱333 則是埋入該第一鋼柱311之開口 313中，其表面並設有複 數個剪力釘335 ’其目的在於提高結合柱333與填充在開 口 313中之耐火材料322之間的握裹力。 由上述說明可知，本發明之防火區劃係將結構體2區 分成複數個防火區3，而第一防火區31與第二防火區33 之間鋼柱311、331並沒有直接結合，而是透過二防火區 31、33之間之樓版32加以結合，由於該樓板32包含耐火 材料322,因此當第二防火區33發生火災或爆炸時，其所 產生之尚溫將被控制在第二防火區之中而無法向四周 傳導，第一防火區31之第一鋼柱311也不會因為過熱而 發生挫屈’因此，本發明之防火區劃可避免結構體全面性 1354052 的倒塌’進而降低生命與財產的損失。 以上所述，僅為本發明之一較佳實施例，其並非用以 限制本發明之實施範圍，任何熟習該項技藝者依據本發明 之精神所做之些微修改，仍應屬本發明之精神及範圍。 【圖式簡單說明】 圖一 A、一 B係為習知超高層大樓之結構體示意圖。 A 圖二A係為本發明之結構體之防火區劃示意圖。 圖一 B係為本發明之圖二A之A區域結合示意圖。 【主要元件符號說明】 1〜結構體 11〜鋼骨結構樓層 112〜鋼柱 114〜鋼樑 116〜樓版 2〜結構體 22〜鋼骨結構樓層 222〜鋼柱 224〜鋼樑 226〜樓版 3〜防火區 31〜第一防火區 311〜第一鋼柱 312〜第一鋼樑 313*-開口 32〜樓版 321〜鋼浪版 322〜耐火材料 33〜第二防火區 331〜第二鋼柱 332〜結合板 333〜結合柱 334〜錨栓 335〜剪力釘Conducted around to avoid the collapse of the entire building, and thus achieve the effect of damage. σI [Summary of the Invention] The main object of the present invention is to provide a fire protection zone of a structure. By designing the fire zone, the heat source can be controlled in a specific area in the event of a fire, so as to avoid collapse of the structure. . In order to achieve the above object, the fire protection zone of the structure provided by the present invention comprises at least a first fire zone, a first floor plate and a second fire zone, the floor plate being disposed between the first fire zone and the second fire zone. . The first fire prevention zone includes at least one steel structure floor having a plurality of first steel columns and a plurality of first steel standards, wherein the first steel column is a box type column having an opening at the center, The first steel beam is bonded to its side surface. The floorplate includes a steel wave plate and a refractory material, wherein the steel wave plate is combined with the first steel beam, and the igniting material is filled in the surface of the steel wave plate and the opening of the first steel column, the refractory material can be It is fiber reinforced concrete, calcium silicate or asbestos. The second fire zone comprises at least one steel structure floor, the steel structure 2 has a plurality of second steel columns and a plurality of second steel beams, wherein the bottom of the first steel column is provided with a bonding plate and a binding column The binding plate and the floor plate are fixedly coupled by an anchor bolt, and the bonding column is embedded in the opening of the first steel column, and a plurality of shearing nails are arranged on the surface thereof for reinforcing the bonding column and filling The grip between the refractory materials in the opening. It can be seen from the above description that the fire prevention zone of the present invention divides the structure into a plurality of fire zones, and the steel columns between the first fire zone and the second fire zone are not directly combined, but pass through the floor between the two fire zones. The version is combined, since the slab contains refractory materials, when one of the fire zones has a fire or explosion, the temperature generated by the slab will be controlled in the fire zone and cannot be transmitted to the surroundings. Therefore, the fire protection of the present invention Zoning can avoid the collapse of the structure of the lamp, thereby reducing the loss of life and property. In order to further disclose the advantages and spirit of the present invention, a detailed description will be made in conjunction with the drawings. [Embodiment] Please refer to FIG. 2A, which is a schematic diagram of a fire protection zone of a structure of the present invention. The structure 2 includes a plurality of steel structure floor 22, and each floor 22 includes a plurality of steel columns 222. And a plurality of steel beams 224, and the floor 22 and the floor 22 are separated by a floor 226. The fire protection zone of the present invention divides the structure 2 into a plurality of fire zones 3, each fire zone 3 includes at least one steel structure floor 22, and each fire zone 3 is separated by a first floor plate 226, but For convenience of description, the preferred embodiment of the fire protection zone of the structure of the present invention comprises a first fire zone, a first floor plate and a second fire zone, wherein each fire zone comprises a steel structure floor, and the embodiment described as follows. Please refer to FIG. 2B, which is a schematic diagram of the combination of the eighth and eighth regions of the present invention. The steel t-structure floor of the first-fireproof metal 31 includes a plurality of first steel columns 311 and a plurality of first steel beams. 312, wherein the first steel column 311 is a box type column having an opening 313 at the center, and the first steel beam 312 is coupled to a side surface thereof. The floor plate 32 includes a steel wave plate 32 ι and a refractory material 322 ' wherein the steel wave plate 321 is combined with the first steel beam 311, and the refractory material 322 is filled on the surface of the steel wave plate 321 and the first steel column 311 In the opening 313, the refractory material 322 may be fiber reinforced concrete, calcium silicate or asbestos. The steel structure floor of the second fire zone 33 includes a plurality of second steel columns 331 and a plurality of second steel beams (not shown), and the second steel columns 331 may be I-shaped columns or box-shaped columns. The bottom portion is provided with a joint plate 332 and a joint column 333. The joint plate 332 is fixedly coupled with the floor plate 32 through the anchor bolt 334, and the joint column 333 is embedded in the opening 313 of the first steel column 311. The surface thereof is provided with a plurality of shear pins 335' for the purpose of improving the grip force between the bonding post 333 and the refractory material 322 filled in the opening 313. It can be seen from the above description that the fire prevention zone of the present invention divides the structure 2 into a plurality of fire zones 3, and the steel columns 311, 331 between the first fire zone 31 and the second fire zone 33 are not directly combined, but are transmitted through The floor 32 between the two fire zones 31, 33 is combined. Since the floor 32 contains the refractory material 322, when the second fire zone 33 is fired or exploded, the temperature generated by the fire zone 33 will be controlled to the second fire. In the middle of the zone, it is not able to be transmitted to the surroundings, and the first steel column 311 of the first fireproof zone 31 is not frustrated by overheating. Therefore, the fire zone of the present invention can avoid the collapse of the structural integrity 1354052, thereby reducing life. With the loss of property. The above is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. Any minor modifications made by those skilled in the art in accordance with the spirit of the present invention should still be in the spirit of the present invention. And scope. [Simple diagram of the diagram] Figure 1 A, A B is a schematic diagram of the structure of the conventional super high-rise building. A Figure 2A is a schematic diagram of the fire protection zone of the structure of the present invention. Figure 1B is a schematic view of the A region of Figure 2A of the present invention. [Main component symbol description] 1~Structure 11~Steel structure floor 112~Steel column 114~Steel beam 116~Lost plate 2~Structure 22~Steel structure floor 222~Steel column 224~Steel beam 226~Ling 3 ~ fire zone 31 ~ first fire zone 311 ~ first steel column 312 ~ first steel beam 313 * - opening 32 ~ floor 321 ~ steel wave version 322 ~ refractory 33 ~ second fire zone 331 ~ second steel Column 332~bonding plate 333~bonding column 334~anchor 335~shearing nail