M351911 八、新型說明： 【新型所屬之技術領域】 本創作係有關於一種箱誌纟士姐_ 裡捆肋結構，尤其是一種 π型收頭牆筋防裂結構。 【先前技術】 ^台灣地處地震帶，因此，地震發生的頻率相當頻 繁，因此房屋結構也逐漸被國人所重視，購買房屋時也 將納入種點考慮要件之一，因此建商在房屋結構上也不 斷的進行研改良之工作。 習用如剪力牆等之牆壁多為鋼筋籠以及混凝土所 構成之結構，而鋼筋籠多半具有兩片狀且呈垂直交叉之 網j鋼筋’將垂直地面之主筋續接至適當高度，於適當 距離綁紮上橫向箍筋，以形成兩片有一定距離之網狀鋼 匕利用連結鋼筋將網狀鋼筋之間距加以固$以形成為 ::叙’最後在於鋼筋蘢之外側架設模板，於模板之中 =處凝土以覆蓋鋼筋蘢，藉此以構成牆壁之結構。上 二:牆壁在製造時’多半是在施工現場直接設置鋼 劝？寺網狀鋼筋設置固定完成後，再於兩網狀鋼筋之間 屬條綁設之假固定方式，將連結鋼筋一根根的綁設 肩狀鋼筋之上，最後才進行混凝土灌漿以構成牆 壁之結構》 上述習知技術中，若 牆承受地震力時，因應力 者牆開口側邊鋼筋收碩如 遇到地震時，兩側有開口之窄 集中容易造成剪力開裂。又或 工弧度過大，及牆直筋未靠近 5 M351911 窗緣，無法有效防裂；另外，施作時補強位置離鋼筋開 口端之距離過大，使得補強鋼筋無法有效阻止裂縫的產 生。因此，受地震力及跪風之風力時，開口端部無有效 圍束，造成裂縫，不符合目前建築上要求安全穩固之效 益，因此極待改進。 【新型内容】 所以本創作的目的係為解決上述習知技術 上的問題，本創作中提出一種门型收頭牆筋防裂 結構，主要目的在於建築牆面或壁面施工時，補強鋼筋 開口端之束制力，因為鋼筋混凝土構造物裡，混凝土是 承受壓力之主要角色，而拉力則由鋼筋承受，所以當產 生會有左右搖晃之現象，避免牆面兩側有開口之窄牆承 受地震力時，因應力集中容易造成剪力開裂；令鋼筋確 實定位，增強穩固性及牆面成形後之整體強度，進而達 到更好的施工品質。 為達到上述目的本創作中提出一種门型收頭牆筋 防裂結構，其主要為改善牆筋之配置，是應用在建築牆 面施工時，補強牆筋開口端的束制力，其該結構包含： 複數個縱向鋼筋；其中，該些縱向鋼筋以略垂直於地面 的方式分佈排列，依照所欲建築牆面的模板形狀大小， 以等距排列成其模板的形態；複數個橫向鋼筋；其中， 該些橫向鋼筋以垂直於縱向鋼筋的方式’間隔鄉固於該 些縱向鋼筋之上，形成一網狀平面；複數個门型收頭牆 筋，每一门型收頭牆筋其加工彎折之弧度呈门字型；每 一箍筋以平行於各鋼筋的開口端之方式，在該網狀平面 6 M351911 的鋼筋開口端綁紮上該门型收頭牆筋，使該门型收頭牆 筋圍束牆筋開口端；以及其中各门型收頭牆筋與各鋼筋 形成相疊之搭接部，使形成具有箍束該些鋼筋之開口端 之效用，再以金屬線材綁結固定，再構築模板，即可進 行混凝土灌注之工程。 由下文的說明可更進一步暸解本創作的特 徵及其優點’閱ί買時並請參考附圖。 【實施方式】 茲謹就本案的結構組成，及所能產生的功 效與優點，配合圖式，舉本案之一較佳實施例 詳細說明如下。 請參考圖一至圖四所示，顯示本創作之门型收頭牆 筋防裂結構，其主要為改善牆筋之配置，是應用在建築 牆面時，施工牆面上設有開口，補強牆筋開口端的束制 力，以防止牆面龜裂，其該結構包含： 複數個縱向鋼筋1 ;其中，該些縱向鋼筋以約略垂 直於地面的方式分佈排列，依照所欲建築牆面的模板形 狀大小，以約等距排列成其模板的形態； 複數個橫向鋼筋2 ;其中，該些橫向鋼筋2以垂直 於縱向鋼筋1的方式，間隔綁固於該些縱向鋼筋1之 上，形成網狀平面； 複數個门型收頭牆筋，每一门型收頭牆筋3其加工 彎折之弧度略呈门字型。每一箍筋3以平行於各鋼筋的 7 M351911 開口端之方式，在該網狀平面的鋼筋開口端綁紮上該门 型收頭牆筋3，將鋼筋包圍在内部； 其中每一门型收頭牆筋3分別以約略等距的方式 固定於各鋼筋的開口端上，而各门型收頭牆筋3與各縱 向鋼筋1及橫向鋼筋2形成相疊之搭接部，使形成具有 箍束該些鋼筋之開口端之效用，再以金屬線材綁結固 定，再構築模板，即可進行混凝土灌注之工程。 請參考圖四所示，本創作係應用於牆面上之開口 處，主要目的為改善牆面因有開口，而因應力集中造成 剪力開裂的情況；該门型收頭牆筋之型態為本案的新穎 處，其中該门型收頭牆筋因彎折弧度小，可使得該縱向 鋼筋可靠近窗緣，能夠有效防止裂缝之延伸及混凝土澆 置亦有流動空間，且當有應力作用在中橫向鋼筋之開口 端時，受到該门型收頭牆筋牵制，使得牆端端部更具剪 力及抗拉裂的特性，因而產生的裂缝減少，所以也導致 不會對整個牆面產生拉扯，相對的使得牆面也不會因過 多的裂縫而破碎，使牆面的結構較為強固且穩定。 本創作之Π型收頭牆筋防裂結構中，該結構設計應 用於牆面之開口，其中該牆面之開口可以是窗口、透氣 口、管路口 、門口…等多種類別之開口。 綜上所述，本案人性化之體貼設計，相當符合實際 需求。其具體改進現有缺失，相較於習知技術明顯具有 突破性之進步優點，確實具有功效之增進，且非易於達 成。本案未曾公開或揭露於國内與國外之文獻與市場 上，已符合專利法規定。 8 M351911 上列詳細說明係針對本創作之一 例之具體說明，惟該實施例並非用以 作之專利範圍，凡未脫離本創作技藝 之等效實施或變更，均應包含於本案 圍中。 可行實施 限制本創 精神所為 之專利範 M351911 【圖式簡單說明】 圖一顯示本創作之該门型收頭牆筋防裂結構的前 視圖。 圖二顯示本創作之該门型收頭牆筋防裂結構的俯 視圖。 圖三顯示本創作中該门型收頭牆筋防裂結構的立 體圖。 圖四顯示本創作中該门型收頭牆筋防裂結構的應 用圖。 【主要元件符號說明】 1 縱向鋼筋 2 橫向鋼筋 3 箍筋M351911 VIII, new description: [New technical field] This creation department is about a box 纟 姐 _ rib rib structure, especially a π-type slab wall crack prevention structure. [Prior Art] ^Taiwan is located in the seismic zone. Therefore, the frequency of earthquakes is quite frequent. Therefore, the structure of the house is gradually being valued by the people of the country. When purchasing a house, it will also be included in the consideration of the species. Therefore, the construction of the house is on the structure of the house. We are constantly researching and improving. The walls such as shear walls are mostly constructed of steel cages and concrete, while the steel cages mostly have two-piece and vertically intersecting nets. The steel bars are connected to the appropriate height of the vertical ground at an appropriate distance. The horizontal stirrups are tied to form two pieces of mesh steel bars with a certain distance. The distance between the mesh steel bars is fixed by the connecting steel bars to form:: The last is to erect the template on the outer side of the steel bar, in the template. = Condensate to cover the reinforced concrete to form the structure of the wall. Top two: When the wall is in manufacturing, most of them are directly set up steel on the construction site. After the temple mesh reinforcement is fixed, and then the false fixing method is attached to the two mesh steel bars, the one of the steel bars is attached to the shoulder-shaped steel bars, and finally the concrete is grouted to form the wall. Structure In the above-mentioned conventional technology, if the wall is subjected to seismic force, the steel bars on the side of the open side of the wall of the stressor may be subjected to an earthquake, and the narrow concentration of the openings on both sides may cause shearing cracking. Or the arc is too large, and the straight wall of the wall is not close to the edge of the 5 M351911 window, which cannot effectively prevent cracking; in addition, the distance between the reinforcing position and the opening end of the reinforcing bar is too large, so that the reinforcing steel bar cannot effectively prevent the crack from being generated. Therefore, when subjected to the earthquake force and the wind of the hurricane, there is no effective surrounding of the open end, which causes cracks, which does not meet the current requirements for safety and stability on the building, and therefore needs to be improved. [New content] Therefore, the purpose of this creation is to solve the above-mentioned problems in the prior art. In this creation, a door-type wall stud crack prevention structure is proposed. The main purpose is to reinforce the open end of the steel bar during construction of the wall or wall. The force of the bundle, because in the reinforced concrete structure, concrete is the main role of the pressure, and the tensile force is carried by the steel, so when there is a phenomenon of shaking left and right, avoiding the narrow wall with open openings on both sides of the wall to withstand the earthquake force When the stress concentration is easy to cause shear cracking; the steel bar is indeed positioned to enhance the stability and the overall strength after the wall forming, so as to achieve better construction quality. In order to achieve the above objectives, a door-type wall stud crack prevention structure is proposed in the present invention, which is mainly for improving the arrangement of the wall bars, and is applied to the wall end of the building wall to reinforce the beam end force of the open end of the wall stud, and the structure includes : a plurality of longitudinal reinforcing bars; wherein the longitudinal reinforcing bars are arranged in a manner slightly perpendicular to the ground, and are arranged in an equidistant manner according to the shape of the template shape of the wall to be constructed; a plurality of transverse reinforcing bars; wherein The transverse reinforcing bars are fixed on the longitudinal reinforcing bars in a manner perpendicular to the longitudinal reinforcing bars to form a mesh plane; a plurality of door-type closing wall bars, each of which is shaped and bent The curvature is a gate shape; each stirrup is parallel to the open end of each steel bar, and the door type wall stud is tied on the open end of the mesh of the mesh plane 6 M351911, so that the door type wall is made The open end of the rib wall of the rib wall; and the overlapping portion of each of the door type wall studs and the reinforcing bars, so as to form the effect of forming the open end of the steel bars, and then fixing and fixing with the metal wire, again Building templates, you can carry out perfusion of concrete projects. The features and advantages of this creation can be further understood from the description below. Please refer to the attached drawings. [Embodiment] In view of the structural composition of the present invention, and the effects and advantages that can be produced, in conjunction with the drawings, a preferred embodiment of the present invention will be described in detail below. Please refer to Figure 1 to Figure 4 to show the crack-proof structure of the door-type wall studs of this creation. The main purpose is to improve the configuration of the wall bars. When applied to the wall of the building, the building wall is provided with openings and reinforcing walls. The beaming force at the open end of the rib to prevent cracking of the wall surface, the structure comprising: a plurality of longitudinal reinforcing bars 1; wherein the longitudinal reinforcing bars are arranged approximately perpendicular to the ground, according to the template shape of the wall to be constructed The size is arranged in an approximately equidistant manner into the form of the template; a plurality of transverse reinforcing bars 2; wherein the transverse reinforcing bars 2 are axially fixed to the longitudinal reinforcing bars 1 in a manner perpendicular to the longitudinal reinforcing bars 1 to form a mesh Plane; a plurality of door-type head wall ribs, each of which has a curved shape with a curved shape. Each stirrup 3 is parallel to the open end of the 7 M351911 of each steel bar, and the door type wall stud 3 is tied at the open end of the mesh plane of the steel bar to surround the steel bar; The head studs 3 are respectively fixed on the open ends of the reinforcing bars in an approximately equidistant manner, and each of the door type studs 3 and the longitudinal reinforcing bars 1 and the transverse reinforcing bars 2 form a overlapping portion so as to form a hoop. The effect of the open end of the steel bars is bundled and fixed by metal wires, and then the formwork is constructed to carry out the concrete pouring process. Please refer to Figure 4, the original application is applied to the opening on the wall surface, the main purpose is to improve the cracking of the wall due to stress concentration due to the opening of the wall; the shape of the door type wall of the door type For the novelty of the case, the door type wall rib has a small bending curvature, which can make the longitudinal steel bar close to the window edge, can effectively prevent the crack from extending and the concrete pouring also has a flow space, and when there is stress When the open end of the middle transverse steel bar is restrained by the door type wall stud, the end of the wall end is more shearing and tensile cracking resistance, so the crack generated is reduced, so that the entire wall surface is not caused Pulling is generated, so that the wall surface will not be broken by excessive cracks, so that the structure of the wall surface is stronger and stable. In the creation of the split-type wall stud crack prevention structure, the structure design should be applied to the opening of the wall surface, wherein the opening of the wall surface can be a window, a venting port, a pipe mouth, a door opening, and the like. In summary, the humanized design of this case is quite in line with actual needs. The specific improvement of the existing defects, compared with the obvious advancement advantages of the prior art, does have an improvement in efficacy and is not easy to achieve. The case has not been disclosed or disclosed in domestic and foreign literature and market, and has complied with the provisions of the Patent Law. 8 M351911 The detailed description above is intended to be a specific example of this work, but it is not intended to be a limitation of the scope of the invention, and the equivalent implementation or modification of the present invention should be included in this case. Feasible implementation Limiting the patents of the patent model M351911 [Simple diagram of the diagram] Figure 1 shows the front view of the door-type wall stud crack prevention structure of the creation. Figure 2 shows a top view of the door-type stud crack prevention structure of the door. Figure 3 shows the vertical view of the crack-proof structure of the door type wall stud in this creation. Figure 4 shows the application of the door type stud crack prevention structure in this creation. [Main component symbol description] 1 Longitudinal reinforcement 2 Horizontal reinforcement 3 Stirrup