M397400 五、新型說明： 【新型所屬之技術領域】 . 本創作是關於一種輕鋼架，尤指一種具有抗震功能的輕鋼架 及其副支架設計： 【先前技術】 目前懸設於建物室内之天花板下，提供規格化的飾板及燈具 " 安裝等用途的輕鋼架設計，其組成係包含複數主支架以及複數副 ^ 支架，藉由主支架與副支架縱橫交錯連接而成。所述主支架與副 ® 支架係由薄鋼板沖壓彎折所成形。其中之主支架於其縱板部上設 有插接孔，用以提供二副支架側端的扣接板穿設其中，扣接板與 扣接板相互扣接結合而固定，藉以組成一具有多數方格區間的輕 鋼架，並以每一方格區間提供飾板或燈具置放其中為主支架及副 支架共同支撐。 台灣地區地震頻率高而且震度大，但前述之輕鋼架結構，源 自歐、美等地震發生機率較少的地區，在設計之初並未考慮耐震 效能；以ASTM E580為標準檢測，目前習用的輕鋼架，主支架 ® 的連接構造尚符要求，但是副支架的連接強度僅達到標準的1/3 左右。國内研究也證實：輕鋼架耐震力的不足，都是因為副支架 ' 連接構造崩潰造成的。因此，如何於地震發生時，輕鋼架可以維 持良好的結構穩固性，副支架之扣接構造設計與主支架之相搭 配，具有相當重要的地位。 目前常見之多種輕鋼架組成構造設計，其中第一種輕鋼架， 其主要係令其副支架二端之插接板表面成形出凸部，使該二支副 支架桿分別以其插接板插設於一主支架之插接孔中，互以其凸部 3 M397400 抵制於插孔孔緣’另以插接板底緣所設置之报槽卡抵於主支架插 接孔底端而定位。前述輕鋼架中，其主支架與副支架的組接構 造’因主支架插接孔周邊材料抗應力能力不足，於地震之震動搖 晃時’極易造成副主架與主支架組接部位脫離，而易產生坍方掉 落之危險性。 第二種輕鋼架之組合結構，其主要係令副支架二端的插接板 *' 沖切出二邊為切斷線’用以成形出一端具有缺口之播片’该擔以 . 一邊連接於插接板之板體上，使二支副支架桿分別以其插接板插 φ 設於一主支架之插接孔時，利用擋片具有缺口且側向凸出的端部 抵靠於主支架插接孔邊緣扣結。 上述輕鋼架中，副支架雖可藉由擋片端部抵靠於主支架插接 孔邊緣定位’使副支架能與主支架組合一起，然而，在發生地震 之劇烈搖晃及震動下，扣結於主支架上的擋月因僅以單邊銜接於 插接板板體上，並不足以承受地震時之強烈拉扯力量，而容易造 成擋片的銜接邊應變降伏彎曲或插接孔邊緣變形，以致組接失 效，導致輕鋼架組件崩塌之危險。 馨再以我國第M376609號【輕鋼架結構】新型專利案為例， 僅提升副支架接頭的抗拉力，但未提供有效提升抗擠壓力的對 ,策，在遭逢地震力攻擊時，仍存在有鬆脫的可能性，對此實有進 一步改善之必要。 【新型内容】 本創作之主要目的在於提供一種抗震型輕鋼架及其副支架， 希藉此設計’以期提高副支架之扣接板相互扣接組合的穩固性。 為達成前述目的’本創作所提供之抗震型係包含：複數主支 架以及複數抗震型副支架以縱橫交錯方式連接組合； 4 M397400 所述主支架包含一縱板部以及一底板部，底板部成形於縱板 部底部且朝兩側凸伸，於縱板部上設有插接孔，於插接孔兩相對 側孔緣各形成凸緣； 所述抗震型副支架係包含一支架本體以及成形於支架本體兩 側的扣接板，該支架本體包含一縱板部以及一底板部，底板部成 形於縱板部底部且朝兩側凸伸；所述扣接板包含一板體基座及一 - 板體成形於縱板部端部，扣接板之底緣與縱板部端部間形成一凹 緣，且板體在凹緣之兩側分別為一基段以及一插接段，基段位於 φ 縱板部中，插接段凸伸至縱板部端部外，板體上在凹緣之一側形 成至少一個扣接孔，在板體凹緣另一側相對應位置形成凸出扣接 板側面的扣接塊，用以卡扣於對應的扣接孔中。 本創作所提供之抗震型副支架係包含： 一支架本體，其包含一縱板部以及一底板部，底板部成形於 縱板部底部且朝兩側凸伸；以及 二扣接板，係分別成形於支架本體兩端，所述扣接板包含一 板體基座及一板體成形於縱板部端部，扣接板之底緣與縱板部端 • 部間形成一凹緣，且板體在凹緣之兩側分別為一基段以及一插接 ‘ 段，基段位於縱板部中，插接段凸伸至縱板部端部外，板體上在 . 凹緣之一側形成至少一個扣接孔，在板體凹緣另一側相對應位置 形成凸出扣接板側面的扣接塊。 藉此抗震型輕鋼架以及抗震型副支架設計，二抗震型副支架 組設於主支架時，二抗震型副支架間各以其扣接板相互扣接組 合，其中是利用彼此的扣接塊與相對應的扣接孔相對緊密扣合， 藉此，抗震型副支架受拉扯或推擠力量仍可維持良好的多方向拮 抗能力，使其具有極佳的結合穩固性。且利用主支架插接孔兩側 5 M397400 本創作抗震型輕鋼架中，二抗震型副支架2較佳實施例與一主支 架1之局部分解與組合後的立體示意圖，由圖中可以見及，所述 主支架1包含一縱板部10以及一底板部11，底板部11成形於 縱板部10底部且朝兩側凸伸，於縱板部10上設有一個或複數個 ' 插接孔12,縱板部10上設有複數個插接孔12時，該複數個插接 孔12是形成間隔排列狀，於本較佳實施例中，縱板部10於插接 - 孔12兩相對側孔緣上下處各形成凸緣14。 所述的抗震型副支架2係包含一支架本體20以及二扣接板 φ 30，其中： 該支架本體20包含一縱板部21以及一底板部22，底板部 22成形於縱板部21底部且朝兩側凸伸。 該二扣接板30係分別成形於支架本體20兩端，所述扣接板 30包含一板體基座31與一板體32成形於縱板部21端部，且板 體32區分有一基段33以及一插接段34，基段33位於縱板部 21中，插接段34則凸伸至縱板部21端部外，所述扣接板30於 基段33中形成一扣接孔35，於插接段34形成凸出插接段34 φ 側面的扣接塊36，扣接孔35與扣接塊36間隔排列，於本較佳 • 實施例中，扣接孔35與扣接塊36呈間隔排列；所述扣接板30 - 尚包含一側擋部37，所述側擋部37成形於縱板部21上鄰接板 體基座31的基段33側邊，側擋部37包含一凸出基段33側面 的擋片38，擋片38與扣接塊36位於板體32之相同一側，擋 片38與板體32間具有一插入縫40，擋片38上可形成一伸入 插入縫40的止擋凸緣39，且擋片37長度小於板體基座31末 端到板體32末端的長度。 如圖1至圖3所示，本創作抗震型副支架2中，扣接板30 7 M397400 之底緣與縱板部21端部間形成一凹緣23，提供主支架1底板部 11 一側邊伸入的部位。 如圖1至圖3所示，本創作抗震型副支架2與主支架1共同 組成輕鋼架時，待連接之二抗震型副支架2各以其扣接板30自 主支架1之縱板部10兩側穿過其插接孔12後，令彼此之間扣接 板30相互扣接組合，並使副支架2之底板部22與主支架1之 - 底板部1 1平齊。 如圖2至圖5所示，前述二副支架2以其扣接板30相互扣 φ 接時，係利用彼此的扣接塊36與相對應的扣接孔35相對扣合， 使彼此的板體32相互平貼，並為主支架1插接孔12中凸緣14 於該二平貼的板體基座31兩側抵止定位，板體32插接段34末 端伸入插入縫40中，為擋片38之止擋凸緣39抵接其側面，藉 此，使二抗震型副支架2之連接部分，利用二組扣接塊36與扣 接孔35的扣接組合，使抗震型副支架2間受水平及垂直軸向的 拉扯或推擠力量仍可維持良好的多方向拮抗能力，使其具有極佳 的結合穩固性，且利用主支架1插接孔12兩側凸緣14於該二平 ^ 貼的板體31兩側抵止定位，防止扣接塊36自扣接孔35中鬆 1 脫，或者，進一步再利用板體32插接段34末端伸入插入縫40 中，為擋片38之止擋凸緣39抵止定位，當二抗震型副支架受地 震力向上跳脫主支架1插接孔12兩側之凸緣14的抵止定位區 域，或於抗震型副支架2受側向力量時，仍可防止扣接塊36自 扣接孔35中鬆脫，因此，本創作抗震型副支架2相互扣接組合 於主支架1後，具有極佳的結合穩固。於地震發生時，可減少因 地震的搖晃力量而使輕鋼架鬆脫崩塌的情事。 【圖式簡單說明】 8 M397400 圖1是本創作抗震型輕鋼架之局部主支架與副支架較佳實施 例之立體分解示意圖。 圖2是圖1所示二抗震型副支架組設於主支架上的立體示意 圖。 圖3是圖2另一觀視角度的立體示意圖。 圖4是圖2的抗震型副支架扣接板相互扣接於主支架上的局 部剖切後的立體示意圖。 圖5是圖2的抗震型副支架扣接板相互扣接於主支架上的另 一局部剖切後的立體示意圖。 【主要元件符號說明】 1主支架 10縱板部 1 1底板部 12插接孔 1 3底緣 14凸緣 2抗震型副支架 20支架本體 21縱板部 22底板部 23凹緣 30扣接板 31板體基座 32板體 3.3基段 34插接段 35扣接孔 36扣接塊 37侧擋部 38擋片 39止擋凸緣 40插入縫 9M397400 V. New description: [New technical field] The creation is about a light steel frame, especially a light steel frame with anti-seismic function and its sub-bracket design: [Prior Art] Currently suspended in the construction room Under the ceiling, the design of the standard plaque and lighting " light steel frame design for installation, etc., the composition includes a plurality of main brackets and a plurality of sub-brackets, which are formed by criss-crossing the main bracket and the sub-bracket. The main bracket and the sub-bracket are formed by stamping and bending a thin steel plate. The main bracket is provided with a plug hole on the longitudinal plate portion thereof, and the fastening plate for providing the side end of the two auxiliary brackets is inserted therein, and the fastening plate and the fastening plate are fastened and fixed to each other to form a majority. The light steel frame in the square section is provided with a plaque or a lamp placed in each square section to support the main bracket and the auxiliary bracket. The earthquake frequency in Taiwan is high and the earthquake is large. However, the light steel frame structure mentioned above originates from areas with less earthquake occurrence in Europe and the United States. The seismic performance is not considered at the beginning of the design; ASTM E580 is used as the standard test. The light steel frame, the connection structure of the main bracket® is still required, but the connection strength of the sub-frame is only about 1/3 of the standard. Domestic research has also confirmed that the lack of seismic resistance of the light steel frame is caused by the collapse of the sub-bracket 'connection structure. Therefore, how to maintain the good structural stability of the light steel frame when the earthquake occurs, and the design of the fastening structure of the sub-frame is matched with the main frame, which has a very important position. At present, a variety of light steel frame structures are commonly used, and the first type of light steel frame mainly has a convex portion formed on the surface of the plug plate at the two ends of the auxiliary bracket, so that the two auxiliary support rods are respectively inserted The board is inserted into the insertion hole of a main bracket, and the protrusion 3 M397400 is mutually resisted by the hole edge of the socket, and the slot card provided by the bottom edge of the plug board is pressed against the bottom end of the main bracket insertion hole. Positioning. In the above-mentioned light steel frame, the assembly structure of the main bracket and the sub-bracket is insufficient due to the insufficient stress resistance of the material surrounding the main bracket insertion hole, and it is easy to cause the separation of the sub-main frame and the main bracket when the earthquake shakes. , and it is easy to cause the danger of falling. The second light steel frame combination structure is mainly for the two-end plug-in board*' of the sub-bracket to be cut out from the two sides as a cutting line 'for forming a piece with a notch at one end'. When the two sub-bracket rods are respectively inserted into the insertion holes of a main bracket by the plug-in board φ on the board body of the plug-in board, the end portions of the brackets having the notches and the lateral protrusions abut against The main bracket is inserted into the edge of the hole. In the above light steel frame, although the auxiliary bracket can be positioned by the end of the blocking piece against the edge of the main bracket insertion hole, the sub-bracket can be combined with the main bracket, however, in the event of severe shaking and vibration of the earthquake, the buckle is engaged. Because the singularity on the main bracket is only connected to the splicing plate body by one side, it is not enough to withstand the strong pulling force during the earthquake, and it is easy to cause the strained edge of the splicing blade to bend or bend or the edge of the spigot hole to be deformed. As a result, the assembly fails, resulting in the risk of collapse of the light steel frame assembly. Xin is taking the new patent case of China No. M376609 [Light Steel Frame Structure] as an example, only improving the tensile strength of the auxiliary bracket joint, but it does not provide an effective way to improve the anti-squeezing force. There is still the possibility of loosening, which is necessary for further improvement. [New content] The main purpose of this creation is to provide a shock-resistant light steel frame and its sub-brackets, which are designed to improve the stability of the interlocking plates of the sub-frames. The seismic type provided by the present invention includes: a plurality of main brackets and a plurality of anti-vibration type sub-brackets connected in a crisscross manner; 4 M397400 The main bracket includes a vertical plate portion and a bottom plate portion, and the bottom plate portion is formed Forming a flange on the bottom of the vertical plate portion and extending toward the two sides, and forming a flange on each of the opposite side hole edges of the insertion hole; the anti-vibration type sub-bracket includes a bracket body and forming And a bottom plate portion, wherein the bottom plate portion is formed at a bottom portion of the vertical plate portion and protrudes toward the two sides; the fastening plate includes a plate base and a plate body is formed at an end portion of the vertical plate portion, a bottom edge of the fastening plate and a longitudinal edge portion are formed with a concave edge, and the plate body is a base portion and a plug portion on both sides of the concave edge. The base portion is located in the φ vertical plate portion, and the insertion portion protrudes to the end of the longitudinal plate portion, and at least one fastening hole is formed on one side of the concave edge of the plate body, and is formed at a corresponding position on the other side of the concave edge of the plate body. a fastening block protruding from the side of the fastening plate for snapping to the corresponding fastening In. The anti-vibration sub-bracket provided by the present invention comprises: a bracket body comprising a vertical plate portion and a bottom plate portion, wherein the bottom plate portion is formed at the bottom of the vertical plate portion and protrudes toward the two sides; and the two fastening plates are respectively Formed on both ends of the bracket body, the fastening plate includes a plate base and a plate body formed on the end of the vertical plate portion, and a bottom edge of the fastening plate forms a concave edge with the end portion of the vertical plate portion, and The plate body is respectively a base section and a plugging section on both sides of the concave edge, the base section is located in the vertical plate portion, the insertion section protrudes to the end of the vertical plate portion, and the plate body is located at one of the concave edges. At least one fastening hole is formed on the side, and a fastening block protruding from the side of the fastening plate is formed at a corresponding position on the other side of the concave edge of the plate body. The shock-resistant light steel frame and the anti-vibration sub-bracket design, when the second anti-vibration type sub-bracket is set on the main bracket, the two anti-vibration type sub-frames are respectively buckled and combined with each other by the fastening plates, wherein the fastenings are utilized by each other. The block is relatively tightly engaged with the corresponding fastening hole, whereby the shock-resistant sub-bracket can maintain good multi-directional antagonism by pulling or pushing force, so that it has excellent bonding stability. And using the main bracket insertion hole on both sides of the M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M The main bracket 1 includes a vertical plate portion 10 and a bottom plate portion 11. The bottom plate portion 11 is formed at the bottom of the vertical plate portion 10 and protrudes toward the two sides. One or a plurality of inserts are provided on the vertical plate portion 10. When the plurality of insertion holes 12 are formed in the vertical plate portion 10, the plurality of insertion holes 12 are formed in a spaced arrangement. In the preferred embodiment, the vertical plate portion 10 is inserted into the hole 12 A flange 14 is formed at each of the upper and lower side edge edges. The anti-vibration sub-bracket 2 includes a bracket body 20 and two fastening plates φ 30, wherein: the bracket body 20 includes a vertical plate portion 21 and a bottom plate portion 22, and the bottom plate portion 22 is formed at the bottom of the vertical plate portion 21. And it protrudes toward both sides. The two fastening plates 30 are respectively formed on the two ends of the bracket body 20. The fastening plate 30 includes a plate base 31 and a plate body 32 formed on the end of the vertical plate portion 21, and the plate body 32 is divided into a base. a segment 33 and a plug segment 34, the base segment 33 is located in the vertical plate portion 21, and the plug portion 34 protrudes beyond the end of the vertical plate portion 21, and the fastening plate 30 forms a fastening in the base portion 33. The hole 35 defines a fastening block 36 on the side of the insertion portion 34 φ at the insertion portion 34. The fastening hole 35 is spaced from the fastening block 36. In the preferred embodiment, the fastening hole 35 and the buckle The connecting blocks 36 are arranged at intervals; the fastening plate 30 - further includes a side stop portion 37 formed on the side of the vertical plate portion 21 adjacent to the base portion 33 of the plate base 31, the side block The portion 37 includes a blocking piece 38 on the side of the protruding base portion 33. The blocking piece 38 and the fastening block 36 are located on the same side of the plate body 32. The blocking piece 38 and the plate body 32 have an insertion slit 40 between the blocking piece 38. A stop flange 39 extending into the insertion slit 40 can be formed, and the length of the flap 37 is less than the length of the end of the base of the plate body 31 to the end of the plate body 32. As shown in FIG. 1 to FIG. 3, in the shock-resistant sub-bracket 2 of the present invention, a concave edge 23 is formed between the bottom edge of the fastening plate 30 7 M397400 and the end of the vertical plate portion 21, and the bottom plate portion 11 side of the main bracket 1 is provided. The part that protrudes into the side. As shown in FIG. 1 to FIG. 3, when the seismic anti-vibration sub-bracket 2 and the main bracket 1 together form a light steel frame, the two anti-vibration type sub-brackets 2 to be connected each have a longitudinal plate portion of the self-supporting bracket 1 of the fastening plate 30 thereof. After the two sides pass through the insertion holes 12, the fastening plates 30 are fastened to each other, and the bottom plate portion 22 of the sub-frame 2 is flush with the bottom plate portion 1 of the main bracket 1. As shown in FIG. 2 to FIG. 5, when the two sub-brackets 2 are fastened to each other by the fastening plates 30, the fastening blocks 36 of the two are engaged with the corresponding fastening holes 35 to make the plates of each other. The body 32 is flush with each other, and the flange 14 of the main bracket 1 is inserted into the hole 12 to be positioned on both sides of the two flat plate bases 31. The end of the plug portion 34 of the plate body 32 extends into the insertion slot 40. The stop flange 39 of the blocking piece 38 abuts against the side surface thereof, thereby connecting the connecting portions of the two anti-vibration type sub-brackets 2 with the fastening combination of the two sets of fastening blocks 36 and the fastening holes 35 to make the anti-vibration type The auxiliary bracket 2 can maintain good multi-directional antagonism by the pulling or pushing force of the horizontal and vertical axial directions, so that the joint bracket 2 has excellent joint stability, and the flange 14 on both sides of the main bracket 1 is inserted into the hole 12 The two sides of the plate body 31 are positioned to resist the positioning, and the fastening block 36 is prevented from being loosened from the fastening hole 35, or the end of the insertion portion 34 of the plate body 32 is further inserted into the insertion slot 40. , the stop flange 39 of the blocking piece 38 is resistively positioned, and when the second anti-vibration type sub-bracket is tripped by the seismic force, the flange 14 on both sides of the insertion hole 12 of the main bracket 1 is tripped upward. In the bit area, or when the anti-vibration type sub-bracket 2 is subjected to the lateral force, the fastening block 36 can be prevented from being loosened from the fastening hole 35. Therefore, the seismic-resistant sub-brackets 2 of the present invention are coupled to each other after the main bracket 1 With excellent combination of stability. In the event of an earthquake, the light steel frame can be loosened and collapsed due to the shaking power of the earthquake. [Simple description of the drawings] 8 M397400 Fig. 1 is a perspective exploded view of a preferred embodiment of a partial main bracket and a sub-bracket of the seismic light-resistant steel frame of the present invention. Fig. 2 is a perspective view showing the two anti-vibration type sub-brackets shown in Fig. 1 assembled on the main bracket. Figure 3 is a perspective view of another viewing angle of Figure 2. Fig. 4 is a perspective view, partly broken away, of the shock-resistant sub-bracket fastening plates of Fig. 2 being fastened to each other on the main bracket. FIG. 5 is a partially cutaway perspective view showing the shock-resistant sub-bracket fastening plates of FIG. 2 being fastened to each other on the main bracket. [Main component symbol description] 1 main bracket 10 vertical plate portion 1 1 bottom plate portion 12 insertion hole 1 3 bottom edge 14 flange 2 anti-vibration type sub-frame 20 bracket body 21 vertical plate portion 22 bottom plate portion 23 concave edge 30 fastening plate 31 plate base 32 plate 3.3 base section 34 insertion section 35 fastening hole 36 fastening block 37 side stop 38 blocking piece 39 stop flange 40 insertion slit 9