M377446 五、新型說明： 【新型所屬之技術領域】 本新型關於-種輕鋼建築中使用 一種設有連續雙樑結構的輕銅屋架。 将別疋關於 【先前技術】 使用輕鋼屋架的輕鋼建築在我 期，並㈣謝物㈣2，==發展時 =結構應用的新領域和新的增長點。目前，輕鋼i; 2成本-般高於傳統的混泥土結構，但具有施工快、節能 減排等競爭優勢。越來越多的建 、b 的優越性，逐漸成爲工聿建筚首到輕鋼結構 用建築中也已得到了廣泛的應用。 在夕層民 輕鋼屋架的結構和構造作法對輕鋼建築的品質和施 ^大的影響。輕鋼屋架的主要支擇構件，如結構標和 ^邊辟』般由厚度L5 一 5職的薄鋼板經冷彎或冷乳成型 鋼及其製品所構成。冷弯薄壁型鋼的同-截面各 y刀的，度都相同，截面各轉角處呈圓弧形。冷彎薄壁型 的制材還匕括厚度l 5mm以下各種型式的壓型薄鋼板，它 、，品往往具有支標和圍護兩個方面的功能。另外，採用 件，，型鋼，角鋼、管鋼、槽鋼、扁鋼和圓鋼等組成的構 古;^或、冷彎薄壁型鋼組成的構件，亦常用作輕鋼結構的 芽構件，如檁條連接件、桁架斜撐等。 但是，使用輕鋼屋架的輕鋼建築，無論在建築設計、 結構設計’還是在製作安裝技術方面，還有很大的 處。目前使用的輕鋼屋架在現場進行組裝時，A中= 構件，如由冷彎薄壁型鋼、角鋼、槽鋼或鋼： 樑、結構柱、檁條等，一般採用對接方式（如固定社2 錢接）進行連接、定位或固^。由於目前㈣ 屋架中使用了大量的結構樑、結構柱、檁條等，這種^接 方式造成結合工藝複雜，同時産生嚴重的誤差積累。因 此，現有技術中使用的這種結構的屋架在實際使 很多缺陷。 有雲於上述現有的輕鋼屋架存在的缺陷，本新型創作 人基於從事此類産㈣計製造多年豐富的實務經驗及專 業知識，並配合學理的運用，積極加以研究㈣，以期創 設-種新型結構的設有連續$樑結構的輕鋼屋架，能夠改 進-般現有的輕鋼屋架，使其更具有實用性。經過不斷的 研究、設計，並經反復試作樣品錢進後，終於創設出確 具實用價值的本新型設有連續雙樑結構的輕鋼屋架。 【新型内容】 本新型的一個目的在於，克服現有的輕鋼屋架存在的 缺而提#種新型結構的設有連續雙樑結構的輕鋼屋 架’所要解決的技術問題是使其在現場安裝更方便屋架 t構更加合理’屋架結構的支撐更加穩定，從而更加適於 貫用，且具有產業上的利用價值。 本新型的另一目的在於，提供一種設有連續雙樑結構 M377446 的輕鋼屋架，所要解決的技術問題是使輕鋼屋架的各種支 . 撐件的接合工藝更加簡化，消除屋架安裝過程中的誤差積 . 累，從而更加適於實用。 本新型的再一目的在於，提供一種設有連續雙樑結構 的輕鋼屋架，所要解決的技術問題是藉由連續雙結構樑夾 住結構柱，在配置高密度結構柱情況下，使得結構樑和結 構柱的接合可以向結構樑的弱轴一側提供約束力，從而增 強結構樑的抵抗力，進而更加適於實用。 • 本新型的目的及解決其技術問題是採用以下技術方 案來達成的。依據本新型提出的一種設有連續雙樑結構的 輕鋼屋架，包括結構樑和結構柱，其中該屋架設有連續雙 結構樑，所述的連續雙結構樑將結構柱夾住，並藉由緊鎖 件將結構柱定位於連續雙結構樑之間。 本新型的目的及解決其技術問題還可採用以下技術 措施進一步達成。 前述的設有連續雙樑結構的輕鋼屋架，其中所述的結 構樑和結構柱由冷彎薄壁型鋼、角鋼、槽鋼或扁鋼製成， 所述的結構樑的腹板設有定位連接孔，所述結構柱的兩側 設有定位連接孔。 前述的設有連續雙樑結構的輕鋼屋架，其中所述的結 構樑和結構柱經由其上所設的定位孔藉由所述的緊鎖件 進行定位連接。 前述的設有連續雙樑結構的輕鋼屋架，其中所述的結 構樑爲橫樑和/或斜樑，所述的橫樑包括桁架結構樑，所 5 述的斜樑包括屋頂結構斜樑β 刚述的《X有連續雙樑結構的輕鋼屋架，其中結構襟和 .結構柱之間設有用於加強支撐的斜撐。 一前述的設有連續雙樑結構的輕鋼屋架，其中該屋架進 步包括檁條，所述檁條藉由檁條連接件定位於結構襟 上0 ,、 一冑述的設有連續雙樑結構的輕鋼屋架，其中該屋架進 —步包括設於_結_之間_架斜撐，所述的拾架 樓經土設於結構樑上的定位孔藉由緊鎖件固定連接。…、 一前述的設有連續雙樑結構的輕鋼屋架，其中該屋架進 -步包括牆體龍骨，所述牆體龍骨的一端藉由龍 固定於雙結構樑之間。 干 j述的叹有雙樑結構的輕鋼屋架，其中所述的緊鎖 或龍骨緊鎖件爲螺栓、自攻螺絲、拉釘等。 經由上述可知，本新型是關於一種設有 #的輕鋼屋架，包括結構樑和結構柱，其中該屋架設有 _雙結構樑，所述的連續雙結構樑將結構柱夹住，並藉由緊 鎖件將結構柱定位於雙結構樑之間。本新型的結構更加合 理，屋架結構的支撐更加穩定，輕鋼屋架的各種支撐件的 接合工藝更加簡化，消除了屋架安裝過程中的誤差積累， 增強：結構樑的抵抗力，進而更加適於實用。 - 猎由上述技術方案，本新型設有連續雙樑結構的輕鋼 屋架至少具有下列優點： (1)·本新型的現場接合工藝簡化； M377446 ⑵.本新型在現場接合料會産生誤差積㈣問題； (3)·本新型設有連續雙樑結構的輕鋼屋架藉由雙結 構樑夾住結構柱，在配置高密度結構柱情況下， 使得結構樑和結構㈣接合可以向結構襟的弱 軸-側提供約束力’從而增強了結構樑的抵抗 力； (4)·本新型成本節約’用途廣泛，除了能用於民居 外，還能用於倉儲、輕型工業廠房、商場、展 _ 體育館、候車室等大跨度公共建築，多層工業廠 房、學校、醫院、辦公、娛樂等多層公共建築， 以及超市、零售、百貨等改擴建建築等。 綜上所述’本新型特殊結構的設有連續雙樑結構的輕 鋼屋架，其具有上述諸多的優點及實用價值，並在同類産 品中未見有類似的結構設計公開發表或使用而確屬創 新，其不論在産品的結構或功能上皆有較大的改進，在技 •術上有較大的進步，並産生了好用及實用的效果，且較現 -有的輕鋼屋架具有增進的多項功效，從而更加適於實用， 而具有產業的廣泛利用價值，誠爲一新穎、進步、實用的 新設計。 上述說明僅是本新型技術方案的概述，爲了能夠更清 楚瞭解本新型的技術手段，並可依照說明書的内容予以實 施，以下以本新型的較佳實施例並配合附圖詳細說明如 後。 。 本新型的具體實施方式由以下實施例及其附圖詳細 7 [77446 給出 【實施方式】 爲更進一步闡述本新型爲達成預定新型目的所採取 的技術手段及功效，以下結合附圖及較佳實施例，對依據 本新型提出的設有連續雙樑結構的輕鋼屋架其具體實施 方式、結構、特徵及其功效，詳細說明如後。 請參閱圖la、lb所示，該圖所示的是本新型所述的 結構樑和結構柱2的結構示意圖。其中結構#和結構柱 由冷弯薄壁型鋼製成，所述的結構樑1的腹板設有定位連 接孔4，所述結構柱2的兩側設有定位連接孔4。本新型 中的結構樑1和結構柱2也可以是角鋼15、槽鋼16、扁 鋼14或L型冷彎薄壁型鋼13等其他類型材料製成。 请參閱圖2a所示，該圖所示的是本新型輕鋼屋架一 實施例的整體不意圖^其中，連續雙結構樑丨之間設有結 構柱2 ’屋頂結構斜樑8架設於結構柱2之上。緊鎖件3 或標條連接件11藉由連續雙結構樑1上設置的^位連接 孔4固定結構柱2或檁條5。料，在本實施例中，連斤 雙結=樑1和結構柱2之間财用於加強支樓的斜撐^ —-月參閱圖2b所示，該圖所示的是本新型輕鋼屋架一 2例的整體示意圖。其中，連續雙結構樑1之間設有結 柱2,緊鎖件3藉由連續雙結構樓板檁條上 ==難2或檁條5。另外，在本實施例中，連 '又《1和結構枉2之間設有用於加強支標的斜撐 8 月 > 閱® 3所不，1¾圖所示的是本新型輕鋼屋架一實 局部結構示意圖。在該實施例中，雙_結構襟9 ^、鎖件3 S1疋結構柱丨，上下雙_結構樑9之間設 樓？，該街架斜# 7藉由緊鎖件3固定於雙桁架 結構樑9之間。 請參閱圖4所示’該圖所示的是本新型輕鋼屋架另一 ::!的另一局部結構示意圖。在該實施例的局部結構示 :=，結構柱2藉由緊鎖件3固定連續雙結構樑 :=:條連接件11固定;牆體龍骨12的-端藉由龍 定於雙結構襟1之間。從圖4可以清楚看 向外:厂構樑1在固定結構柱2時，結構樑1的開口端面 閱圖:a、5b、.5c所示，該圖所示的是本新型輕 :貫施例的另一局部結構示意圖。該圖主要示出 条5如何固定於屋頂結構斜樑8上。在該實施例 件3:=::於結構柱2上’檁條5經由緊鎖 裸條連接件u固定於屋頂結構斜襟8之上。其中 與屋頂結抑独定連接孔，藉由緊鎖件3 圖6所不’本新型設有連續雙襟結構的輕鋼屋 L士構^ 續雙結構標1和結構柱2,所述的連續 定位…2炎住，並藉由緊鎖件3將結構柱2 …。構樑1之間;其中雙結構樑）可以由l型冷彎 M377446 薄壁型鋼13、扁鋼14、角鋼15或槽鋼16製成。 ，. 上述如此方法及結構結構構成的本新型設有連續雙樑 结構的輕鋼屋架的技術創新，對於現今同行業的技術人員 來說均具有許多可取之處，而確實具有技術進步性。、 以上所述’僅是本新型的較佳實施例❿已，並非對本 新型作任何形式上的限制，雖然本新型已以較佳實施例揭 露如上，然而並非用以限定本新型任何熟悉本專業的技 術人員，在不脫離本新型技術方案範圍内，當可利用上述 •，示的技術内容作出些許更動或修飾爲等同變化的等效 實施例’但凡是未脫離本新型技術方案的内容，依據本新 型的技術實質對以上實施例所作的任何簡單修改、等同變 化與修飾，均仍屬於本新型技術方案的範圍内。 【圖式簡單說明】M377446 V. New description: [New technical field] This new type is used in light steel construction. A light copper roof truss with continuous double beam structure. It will be different from [Prior Art] Light steel buildings using light steel roof trusses in our period, and (iv) Thanks (4) 2, == Development = new areas of structural applications and new growth points. At present, the cost of light steel i; 2 is generally higher than the traditional concrete structure, but has the competitive advantages of quick construction, energy saving and emission reduction. More and more advantages of construction and b have gradually become widely used in the construction of industrial construction and light steel structures. The influence of the structure and construction practices of the light steel roof trusses on the quality and application of light steel buildings. The main supporting members of the light steel roof truss, such as the structural standard and the edge slab, consist of a thin steel plate of thickness L5 and 5, which is formed by cold-formed or cold-formed steel and its products. The same-section y-knife of the cold-formed thin-walled steel has the same degree, and the corners of each section have a circular arc shape. The cold-formed thin-walled material also includes various types of profiled steel sheets with a thickness of less than 5 mm, and the products often have the functions of both the support and the enclosure. In addition, the use of parts, steel, angle steel, pipe steel, channel steel, flat steel and round steel and other components of the ancient; ^ or cold-formed thin-walled steel members, also commonly used as light steel structure of the bud members, such as檩 连接 connector, truss bracing, etc. However, light steel buildings using light steel roof trusses have significant advantages in terms of architectural design, structural design, and manufacturing and installation techniques. When the light steel roof trusses currently used are assembled on site, A = components, such as cold-formed thin-walled steel, angle steel, channel steel or steel: beams, structural columns, purlins, etc., generally use the docking method (such as fixed society 2 money Connect), connect, or fix. Due to the use of a large number of structural beams, structural columns, purlins, etc. in the current (4) roof trusses, this method of joining results in a complicated bonding process and a serious accumulation of errors. Therefore, the truss of this structure used in the prior art actually causes many defects. In view of the shortcomings of the above-mentioned existing light steel roof trusses, the creators of this new type have been engaged in the production of such products (four) for many years of practical experience and professional knowledge, and with the use of academics, actively research (4), with a view to creating a new type The structure of a light steel roof truss with a continuous $beam structure can improve the existing light steel roof truss to make it more practical. After continuous research and design, and after repeated trials of the sample money, the new light steel roof truss with continuous double beam structure was finally created. [New content] One of the objectives of the present invention is to overcome the shortcomings of the existing light steel roof trusses and to mention the new type of light steel roof truss with continuous double beam structure. The technical problem to be solved is to make it more on site. Convenient roof truss is more reasonable' The support of the truss structure is more stable, which makes it more suitable for use and has industrial value. Another object of the present invention is to provide a light steel roof truss provided with a continuous double beam structure M377446. The technical problem to be solved is to simplify the joining process of various support members of the light steel roof truss and eliminate the installation process of the roof truss. The error product is tired, which makes it more suitable for practical use. A further object of the present invention is to provide a light steel roof truss having a continuous double beam structure. The technical problem to be solved is to clamp the structural column by a continuous double structural beam, and to make the structural beam in the case of arranging a high density structural column. The engagement with the structural column can provide a restraining force to the weak axis side of the structural beam, thereby enhancing the resistance of the structural beam, and thus is more suitable for practical use. • The purpose of this new model and the resolution of its technical problems are achieved using the following technical solutions. A light steel roof truss provided with a continuous double beam structure according to the present invention, comprising a structural beam and a structural column, wherein the roof truss is provided with a continuous double structural beam, and the continuous double structural beam clamps the structural column by A locking member positions the structural column between the continuous double structural beams. The purpose of the novel and solving the technical problems can be further achieved by the following technical measures. The foregoing light steel roof truss provided with a continuous double beam structure, wherein the structural beam and the structural column are made of cold-formed thin-walled steel, angle steel, channel steel or flat steel, and the web of the structural beam is provided with positioning The connecting hole is provided with positioning connecting holes on both sides of the structural column. The foregoing light steel roof truss provided with a continuous double beam structure, wherein the structural beam and the structural column are positioned and connected by the locking member via a positioning hole provided thereon. The foregoing light steel roof truss provided with a continuous double beam structure, wherein the structural beam is a beam and/or a diagonal beam, the beam comprises a truss structural beam, and the inclined beam comprises a roof structure oblique beam β The "X" has a continuous double-beam structure of light steel roof trusses, in which the structural trusses and the structural columns are provided with diagonal braces for reinforcing the support. A light steel roof truss provided with a continuous double beam structure, wherein the truss improvement comprises a stringer, the rafter being positioned on the structure rafter by a stringer connection member, and a light steel having a continuous double beam structure as described above The roof truss, wherein the truss further comprises a slanting support disposed between the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .... A light steel roof truss having a continuous double beam structure, wherein the roof truss comprises a wall keel, and one end of the wall keel is fixed between the double structural beams by a dragon. A light steel roof truss with a double-beam structure, wherein the locking or keel locking elements are bolts, self-tapping screws, rivets, and the like. As can be seen from the above, the present invention relates to a light steel roof truss provided with #, comprising a structural beam and a structural column, wherein the roof truss is provided with a _ double structural beam, and the continuous double structural beam clamps the structural column by A locking member positions the structural column between the double structural beams. The structure of the new type is more reasonable, the support of the truss structure is more stable, the joining process of various support members of the light steel roof truss is more simplified, the error accumulation during the installation process of the truss is eliminated, and the resistance of the structural beam is enhanced, and thus the utility model is more suitable for practical use. . - Hunting by the above technical solution, the new light steel roof truss with continuous double beam structure has at least the following advantages: (1) The simplified field bonding process of the present invention; M377446 (2). The new type of joint material in the field will produce error product (4) (3)· The light steel roof truss with continuous double-beam structure is clamped to the structural column by double-structured beams. In the case of high-density structural columns, the structural beams and structures (4) can be weakened to the structural structure. The shaft-side provides the binding force' to enhance the resistance of the structural beam; (4)·The new cost saving' is widely used, in addition to being used for residential buildings, it can also be used for warehousing, light industrial plants, shopping malls, exhibitions _ gymnasium Large-span public buildings such as waiting rooms, multi-storey industrial buildings, schools, hospitals, offices, entertainment and other multi-storey public buildings, as well as supermarkets, retail stores, department stores, etc. In summary, the light-steel roof truss with the continuous double-beam structure of the special structure of the present invention has many advantages and practical values as described above, and no similar structural design is disclosed or used in the similar products. Innovation, whether it has a great improvement in the structure or function of the product, has made great progress in technology and technology, and has produced useful and practical effects, and has improved the existing light steel roof truss. The multi-effects are more suitable for practical use, and have the extensive use value of the industry. It is a novel, progressive and practical new design. The above description is only an overview of the present invention, and the technical means of the present invention can be understood in a more clear manner, and can be implemented in accordance with the description of the present specification. . The specific embodiment of the present invention is illustrated by the following embodiments and the detailed drawings of the accompanying drawings [7746] [Embodiment] To further explain the technical means and effects of the present invention for achieving a predetermined new purpose, the following with reference to the drawings and preferred Embodiments, the specific embodiment, structure, features and effects of the light steel roof truss provided with the continuous double beam structure according to the present invention are described in detail later. Referring to Figures la and lb, there is shown a structural view of the structural beam and structural column 2 of the present invention. The structure # and the structural column are made of cold-formed thin-walled steel, and the web of the structural beam 1 is provided with positioning connecting holes 4, and the structural column 2 is provided with positioning connecting holes 4 on both sides. The structural beam 1 and the structural column 2 in the present invention may also be made of other types of materials such as angle steel 15, channel steel 16, flat steel 14 or L-shaped cold-formed thin-walled steel 13. Please refer to FIG. 2a, which shows an overall embodiment of the light steel roof truss of the present invention. The structural column 2 is provided between the continuous double-structure beam girders. The roof structure sloping beam 8 is erected on the structural column. Above 2. The locking member 3 or the label connecting member 11 fixes the structural column 2 or the stringer 5 by means of a connecting hole 4 provided on the continuous double-structured beam 1. In the present embodiment, the double-knot=the beam between the beam 1 and the structural column 2 is used to strengthen the diagonal support of the branch. The month is shown in Fig. 2b, which shows the new light steel. A schematic diagram of a truss in 2 cases. Wherein, the continuous double-structured beam 1 is provided with a column 2, and the locking member 3 is made of a continuous double-structured slab on the rafter == difficult 2 or the rafter 5. In addition, in the present embodiment, the pair of "1" and the structure 枉2 are provided with a slanting support for reinforcing the stalks in August, and the shovel is shown in Fig. 3, and the first light steel truss is shown in Fig. Schematic diagram of the local structure. In this embodiment, the double _ structure 襟 9 ^, the lock member 3 S1 疋 the structural column 丨, and the upper and lower double _ structural beam 9 are located between the buildings? The street frame slant #7 is fixed between the double truss structural beams 9 by the locking members 3. Please refer to FIG. 4, which is another partial structural diagram of another light-hearted steel truss. The partial structure in this embodiment shows: =, the structural column 2 is fixed by the locking member 3 to the continuous double-structure beam: =: the strip connector 11 is fixed; the end of the wall keel 12 is fixed by the dragon in the double structure 襟 1 between. It can be clearly seen from Fig. 4: when the structural beam 1 is fixed to the structural column 2, the open end face of the structural beam 1 is shown as: a, 5b, .5c, and the figure shows the new light: Another partial structural diagram of the example. The figure mainly shows how the strip 5 is fixed to the roof structure diagonal beam 8. In this embodiment 3: =:: on the structural column 2, the stringer 5 is fixed to the roof structure ramp 8 via the locking bare strip connector u. Wherein, the connection hole is fixed with the roof, and the double-structured column 1 and the structural column 2 are provided by the compact steel member L. Continuous positioning... 2 inflamed, and the structural column 2 is ... by means of the locking member 3. Between the structural beams 1; wherein the double structural beams) can be made of a l-shaped cold-formed M377446 thin-walled steel 13, flat steel 14, angle steel 15 or channel steel 16. The technical innovation of the new light steel roof truss with continuous double beam structure constructed by the above method and structure has many merits for the technicians in the same industry today, and it is indeed technologically advanced. The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way. Although the present invention has been disclosed above in the preferred embodiments, it is not intended to limit the subject matter of the present invention. A person skilled in the art can make a slight change or modify the equivalent embodiment by using the technical content described above, but without departing from the content of the novel technical solution, according to the technical solutions of the present invention. Any simple modifications, equivalent changes, and modifications made to the above embodiments of the present invention are still within the scope of the present invention. [Simple description of the map]
圖la示出 示意圖； 圖lb示出 定位連接孔。 的是本新型所述的結構樑和結構柱的結構 的是本新型所述的結構樑和結構柱上所設 圖2a示出的是本新型輕鋼屋架一實施例的整體示意 圖2b示出的是本新型輕鋼屋架—實施例的橫樑結構 圖。 圖3示出的是本新型_錢—實施例的局部結構 iSj 4 部結構示意；新型輕鋼屋 圖 w 不 t 的另一局部結構示意圖。 圖6示出的是本新型輕鋼屋架一實施例的整體結構 5b和5c不出的是本新型輕鋼屋架另一實施存 局部結構示竞圖。 示意圖 【主要元件符號說明】 2 :結構柱 4:定位連接孔 6 :龍骨緊鎖件 8:屋頂結構斜樑 10 :斜撐 12 :牆體龍骨 14 .扁鋼 16:槽鋼 I ·結構襟 3 :緊鎖件 5 :檁條 7 :桁架斜撐 9 :桁架結構樑 II :檁條連接件 13 : L型冷彎薄壁型鋼 15 :角鋼Figure la shows a schematic view; Figure lb shows a positioning connection hole. The structural beam and the structural column of the present invention are provided on the structural beam and the structural column of the present invention. FIG. 2a shows an overall schematic view 2b of an embodiment of the present light steel roof truss. It is a beam structure diagram of the new light steel roof truss - the embodiment. Fig. 3 is a schematic view showing the structure of the partial structure iSj of the present invention, and the other part of the structure of the new light steel house. Fig. 6 is a view showing the overall structure of the light steel roof truss according to an embodiment of the present invention. Schematic [Key component symbol description] 2: Structural column 4: Positioning connection hole 6: Keel lock 8: Roof structure inclined beam 10: Diagonal support 12: Wall keel 14. Flat steel 16: Channel steel I · Structure 襟 3 : Tightening member 5 : purlin 7 : truss bracing 9 : truss structural beam II : purlin connector 13 : L - shaped cold - formed thin - walled steel 15 : angle steel