1295332 九、發明說明： 【發明所属之技彳軒領域】 發明領域 本發明係有關於一種輕鋼構建物之開口壁構造。 5 【先前技術】 發明背景 所謂的輕鋼構建物係指亦稱為鋼骨版的框架壁 (two-by-four)構造之住宅，由板厚lmm左右的薄板輕量型鋼 構成的框材及構造用面材所構成之鋼鐵系格板構造之住 10 宅。 輕鋼構建物的框材係將薄鋼板以滾輪成型成形成溝 狀、附有突唇之溝狀或箱狀等截面形狀。又，該框材其寬 度尺寸亦符合預定的規格地被成形。進行輕鋼構建物的施 工時，一般而言係將複數根的框材以鑽孔螺絲相接合，構 15成補強框材，將該等各鋼材間以鑽孔螺絲相接合，構成建 物的主架構。 以下，茲以第7圖〜第9圖說明基於過去的工法之輕鋼構 建物之構造。 輕鋼構建物如第7圖所示，下框材1上隔著預定間隔直 〇立有複數個緃框材2,各緃框材2的上端之間以上框材3相結 合。於以該下框材1、緃框材2及上框材3構成的壁框材，★ 第9圖所示，經由鑽孔螺絲23固定有構造用面材7。又，、 该輕鋼構建物形成有出入口8a、窗戶8b等開口部。 ； 用以安裝構造用面材7之上框材3處，支持有側承樑^ 1295332 及端承樑5b，兩承樑5a、5b組合成矩形。然後，與側承樑 5a相平行地，以預定間隔設置有複數個板托樑1〇，長條狀 的板托樑10的兩端分別經由結合件11與前後的端承樑5b或 地板樑12相結合，短條狀的板托樑1〇的一端經由結合件 5 H(或托樑結合件l〇c)與前側或後側的端承樑5b相結合，另 一端則經由結合件11與地板樑12(或間撐l〇d)相結合。又， 開口部側托樑10b的一端與端承樑5b相結合，另一端與地板 開口部端托樑10a相結合。於以該等板托樑1〇與地板樑12之 間構成的地板框材14被安裝有構造用面材13。 10 再者，於該輕鋼構建物中，於出入口 8a、8b等開口部8 不存在緃框材2。因此，於開口部8中未存在用以支持屋頂 等上面的垂直荷重之緃方向之支持柱，開口部8的部位其強 度較弱。因此，必須補強開口部8的上部，於開口部8上設 置楣15。 15 第8圖係顯示楣15的詳細安裝位置。如第8圖所示，於 窗8b(開口部8)的楣15的上下位置設置有上框材3及楣框材 17，楣框材π與開口部上框材18之間設有楣部緃框材19。 又，楣15的兩端經由楣結合件21安裝於楣承接件2〇，楣承 接件20被固定於楣承接件安裝用緃框材22上。楣承接件安 2〇裝用緃框材22的下端及上端分別以鑽孔螺絲23固定於下框 材1及上框材3。開口部下框材24被支持於下端經固定於下 框材1的開口下部緃框材25的上端或經由承接件施被支持 於開口下部緃框材25的上端。 再者，於開口部上框材18及配置於其上方之各框材 1295332 處如第9圖所示，以鑽孔嫘絲23固定有構造用面材，構成 垂壁26 〇 ▽ 叉，開口部下框材24及配置於其下方之各框材處， 、鑽孔螺絲23被固定有構造用面材，構成腰壁27。進而， 接件女裝用緃框材22與其兩外側的枢材（縱框材2a) 处以鑽孔螺絲23被固定有構造用面材’構成側面壁28。 順帶〜提，於上述開口部8内由於不存在支持柱，故於 構成開口部8的開口部上框材18、開口部下框材24及楣承接 件安農用說框材22的4邊因地震等被作用水平方向的應力 日守’分別會於水平方向位移。於水平方向位移時，於垂壁 26腰壁27及侧面壁28相互地以剛性結合時，各壁具有作 為耐力壁的功能，可抑制開口部8周邊的框材朝水平方向的 位移。 但是，過去藉著將垂壁26、腰壁27及側面壁28之間相 互鬆結合，於相互的壁與壁之間不會位移。第10圖、第11 5圖係顯不對過去的垂壁26、腰壁27及側面壁28施加水平力 日令之情形。如該第10圖、第11圖所示，相對於所施加的水 平力’側面壁28會搖動，但由於側面壁28相對於垂壁26及 腰壁27以鬆結合，故不會將水平力傳達至垂壁26及腰壁 27。換言之，施加於開口部8周邊的水平力幾乎全部以側面 2〇壁28承擔，經由側面壁28的搖動而消除。 再者，於過去係提出有一種將側面壁(袖壁）之面材之目 、Ρ Η垂壁之合板的位置相錯開之「壁結構及面材貼設方 ν ( 〆」（例如參照日本特開2000-234406號公報）。又，亦提出 有—種「木造住宅之計算方法及利用其建築之木造住宅」 1295332 (例如日本特開2001-164645號公報）。 【發明内容3 發明概要 於上述第10圖、第11圖之例中，設置於開口部8兩側的 5側面壁28相對於位於開口部8的上下位置的垂壁26及腰壁 27呈離間狀態。因此，各側面壁霸地震等所帶來的水平 方向的搖動的阻力變小，結果朝水平方向的變形量變大。 進-步，於側面壁28内如第u圖的箭頭所示，交互且循環 地作用有以向下的箭頭表示的拉伸力、以向上的箭頭表示 10的壓縮力、向右的力、向左的力。 即於。亥等各方向作用的力係相互成作用、反作用的 關係，又，由於相互地取平衡，故左右的搖動愈大 ，拉伸 力、壓縮力愈大。特別是，拉伸力因為是第11圖所示的橢 圓點線（口）中的向量的合計，故隨著該拉伸力的變大，壓縮 15力亦變大。為了對抗該拉伸力（壓縮力）的增大，用以安裝側 面壁28的縱框材必須大型化，同時用以將縱框材安裝於基 地等之壓制件(讀一)亦必須較牢固，而必須大型化進 而’必須藉著將用以把壓制件固定於混凝土基地上之錫栓 構造成較粗，而提高強度。 2〇但疋’為了對抗拉伸力（堡縮力），將壓制件等-味地變 大時，雖然可提高開口部8周邊的構造本身的耐力作由輕 鋼職物整體來看，變成僅於一部份設置高強度的構造之 狀悲。因此，因地震等报大的水平力施加於輕鋼構建物時， 應力會集中於被補強成高強度的開口部周邊，χ，對於其 1295332 他的構成兀件亦施加报大的負荷。關於其 另外以補強元件等固定強化時，最終會變 ’、 物都被設置補強元件，於製作成本或勞力的面上 當。 、文 5 10 15 20 第12圖係顯示設置於開口部8兩側的側面 於剪斷變形量之剪斷耐力之關係。如第 T 目對 壁28相對於位於開π部8的上下位㈣_ I ’ ^側面 分離構造時，如圖中P所示，剪斷 二腰壁27呈 W研應力者剪斷變形 =大。相對於此’於使用壓制件等補強開口侧邊的框 科，如圖中q所示，可_初期剛性的提升’但另一方面 則使破斷應力大幅增加。 因此，有必要藉著使開口部8真 地，-面將初期剛性維持於高;^樞材如圖中r的軌 抑制於低，而雜_構建物中_力料㈣破斷應力 因此，本發明係鑑於上述 係提供—插叮一、喊而完成者，其目的特別 声力抑引 維持於高水準，—面將破斷 應力抑制於低之輕鋼構建物之開口壁構造，其構造係設置 :挾持於垂壁面板與腰壁面板之間的側面璧，且相對於用 以構成固定該側面壁的側面壁用框體之备橫櫂材，將固定 ，壁面板的下端部的開口部上樞材與固定臊璧面板的上端 4的開D部下框材經由連接件相固定。 即，適用本發明之輕鋼構建物之開口璧構造係具備 碉〇部，係由固定垂壁面板的下端部之開口部上框材 舁固弋腾壁面板的上端部之開口部下框材、及直立設置於 1295332 該等開口部上框材及開口部下框材兩側的縱框材形成者；2 個側面壁用框體，係分別由用以配置於各縱框材的外側的 外側縱框材及用以分別設置於縱框材及外側縱框材的上端 P之間及下鳊部之間的橫框材所構成者；及側面壁，係被 5固定於側面壁用框體者，且，垂壁面板被構造成延伸於水 平方向亚與側面壁的上部成為—體，腰壁面板則被構造成 延伸於水平方向並與側面壁的下部成為一體，進而，側面 壁於經一體化的垂壁面板與腰壁面板之間將面材相互分 離。 10圖式簡單說明 第1圖係適用本發明之補強構造之立體圖。 第2圖係用以說明適用本發明之補強構造之骨架之圖。 第3圖係用以說明適用本發明之補強構造中的各壁面 板之配置位置之圖。 15 帛4®係用以說明對補強構造施加水平力時之情形之 圖。 第5圖係用以說明對補強構造施加水平力時之情形之 另一圖。 第6圖係顯示设置於開口部兩側之側面壁之相對於剪 20斷變形量之剪斷應力之關係圖。 第7圖係用以說明輕麵構建物之構造之圖。 第8(a)、（b)圖係詳細地顯示楣的安裝位置之圖。 第9圖係用以說明構造用面材之各固定位置之圖。 第10圖係顯示對過去的垂壁、腰壁及側面壁施加水平 1295332 力時之情形之圖。 第11圖係|員示對過去的垂壁、腰壁及側面壁施加水平 力時之情形之另一圖。 第12圖係用以說明本發明之問題點之圖。 5 【實施冷式】 較佳實施例之詳細說明 以下，面參照圖示一面詳細地說明本發明之較佳實 施形態之輕鋼構建物之開口壁構造。 適用本發明之補強構造50如第1圖至第3圖所示，係用 ίο以補強代表輕鋼構建物的出入口或窗等之開口部51之構 造。該補強構造5〇的骨架如第1圖、第2圖所示，由下框材 52隔著預定間隔直立有複數個形框材53，各形框材53的上 端被固定於開口部下框材54。又，由上框材55隔著預定間 隔垂直垂下有複數個形框材56，各形框材56的下端被固定 15 於開口部上框材57。 丨又，於兩側形成有側面壁用框體64，該側面壁用框體 64由形成於開口部上框材57與開口部下框材之間且直立 設置於開口部51的兩側的縱框材58、分別配置於各縱框材 58的外側的外側縱框材59、用以架設縱框材％與外側縱框 2 0材5 9之;^框材6!及用以架設縱框材$ 8與外側縱框材$ 9之橫 框材62所構成。 八 進而，該補強構造50由下框材52至上框材分直立設置 有截面長方形的縱框材m。又，於縱框材⑵與外側縱框 材59之間直立設置有由下框材幻至上框材^的中間縱框材 1295332 131。再者，外側縱框材59亦相同地由下框材52至上框材55 地直立設置亦可。 又，於開口部上框材57的兩端進一步配設有側面上框 材157 ’於開口部下框材54的兩端進一步配設有側面下框材 5 154。即，該開口部上框材57與側面上框材157，及開口部 下框材54與側面下框材154以於相同高度相互分離的狀態 配置。又，於縱框材121設置圖中未示的缺口亦可，該缺口 係用以插入用以架設開口部上框材57與側面上框材157的 板’或用以架設開口部下框材54與側面下框材154的板。 1〇 於上框材55、開口部上框材57與側面上框材157被安裝 有第3圖所示的垂壁面板71。又，於開口部下框材54、側面 下框材154與下框材52被安裝有腰壁面板72。即，於開口部 上框材57成為被固定垂壁面板71的下端部之狀態，於開口 部下框材54則成為被固定腰壁面板72的上端部之狀態。再 15者，垂壁面板71及腰壁面板72的兩端延伸至外側縱框材59 的形成位置附近亦可。 又，於側面壁用框體64被安裝側面壁73。該側面壁73 如第3圖所示，被挾持於垂壁面板71及腰壁面板72之間地固 定於側面壁用框體64。 20 各框材皆以溝形鋼構成，該溝形鋼係藉著將厚度 1.0mm〜1.6mm的薄鋼板彎曲加工，而一體連設有腹板與兩 端的翼板。下框材52如第1圖所示，以腹板52a及設置於腹 板52a兩側的翼板52b構成，於下框材52的内側由略垂直方 向被插入有形框材53，該形框材53由腹板53a與腹板兩側的 12 1295332 翼板53b及翼板53b前端的突唇53c所構成，於其重疊處藉著 打入圖中未示的鑽孔螺絲而相互接合。相同地，開口部下 框材54以腹板54a及設置於腹板54a的兩側的翼板54b構 成，於開口部下框材54的内側由略垂直方向被插入有形框 5 材53。 又，側面下框材154與橫框材62係截面呈略Η型地互相 的腹板背面相貼合。然後，藉著對該經貼合的側面下框材 154與橫框材62打入設置例如鑽孔螺絲等連接件81而相互 • 地接合。藉此，垂壁面板71或腰壁面板72的側壁部份藉著 10 連接件81被固定。 連接件81不限於鑽孔螺絲，以螺栓與螺帽等、其他的 任何卡止件構成皆可。又，亦可使用焊接等其他的任何接 合方式取代該連接件81。 相同地，以腹板l57a及設置於腹板157a兩側的翼板 15 l57b構成的側面上框材157與由腹板61a及翼板61b構成的 • 杈框材61之間係截面呈略Η型地互相的背面相貼合而構 成。然後，藉著對該經貼合的側面上框材157與橫框材61打 入設置連接件81而相接合。 以下，說明具備如上的補強構造50的輕鋼構建物被施 20 加水平力時之情形。 首先，對輕鋼構建物施加水平力時，水平力會朝補強 構造50傳達，結果補強構造5〇全體會於水平方向變形。但 於適用本务明之補強構造％中，由於側面壁π的長度 k去的開口 ^的補強構造短，故側面壁73的初期剛性變 13 1295332 大。結果，於施加的水平力小時，如第4圖所示，側面壁乃 的彎曲量變小。但是，補強構造5〇中的強度較弱的地二合 受到很大的水平力的影響，特別是設置於固定側面壁73= 橫框材61、62的腹板61a、62a的連接件时基於水=力而 5 於水平方向彈性變形或塑性變形。 即，與過去相較下，該補強構造5〇由於可抑制側面壁 的變形’故即使於董子輕鋼構建物施加務微的振動時，亦可 大幅地抑制變形。 • 特別是於該補強構造5〇中，由於相對於垂壁面板71及 10腰壁面板72經由連接件81連結側面壁73，故即使於對補強 構造50施加水平力時，垂壁面板及腰壁面板可某程度地分 擔水平力，故側面壁73的變形可更進一步被約束。即，藉 著相連結的垂壁面板71及腰壁面板72由於可使施加於側面 壁73的應力變小，故亦可將側面壁73的截面設計成更小。 15 又，即使於對該補強構造50因地震等施加大的水平力 時，亦由於側面壁73的初期剛性高，故如第5圖所示不會立 • 即破斷。但是，補強構造50中的強度較弱的地方負擔水平 力時’設置於固定側面壁73的面材的橫框材61、62的腹板 61a、62a的鑽孔螺絲23(連接件）會基於水平力而變形，最後 20鑽孔螺絲23的接合部會被破壞。鑽孔螺絲23的破壞會成為 使補強構造50全體的破壞應力下降的重要原因。 即’該補強構造50因地震等施加大的水平力時，最後 的破壞應力與過去技術相比較不會有太大提升，即使由輕 鋼構建物全體來看，可避免僅於一部份設置高強度的構造 1295332 二狀：。因此，㈣震等很大的水平力施加於輕鋼構建物 才：開口部周邊的補強構造5〇不會應力集中，又，亦不 曰對其他的構造元件施加大的負荷。 51295332 IX. INSTRUCTIONS: [Technical Fields of the Invention] Field of the Invention The present invention relates to an open wall construction of a light steel construction. [Prior Art] BACKGROUND OF THE INVENTION The so-called light steel construction refers to a frame of a two-by-four structure, also known as a steel plate, and a frame material made of a thin plate of lightweight steel having a thickness of about 1 mm. The construction of the steel-based panel structure made of the surface material is used to house ten houses. The frame material of the light steel structure is formed by forming a thin steel plate into a groove shape, a groove shape having a lip, or a box shape. Further, the frame material is formed to have a width dimension conforming to a predetermined specification. When constructing a light steel structure, generally, a plurality of frame materials are joined by a drilled screw, and 15 parts of a reinforcing frame material are joined, and the respective steel materials are joined by drilling screws to form a main structure. Architecture. Hereinafter, the structure of the light steel structure based on the past construction method will be described with reference to Figs. 7 to 9 . As shown in Fig. 7, the light steel structure has a plurality of frame members 2 standing on the lower frame member 1 at predetermined intervals, and the frame members 3 are joined to each other between the upper ends of the frame members 2. In the wall frame material composed of the lower frame material 1, the sill frame material 2, and the upper frame material 3, as shown in Fig. 9, the structural surface material 7 is fixed via the drill screw 23. Further, the light steel structure is formed with openings such as the inlet and outlet 8a and the window 8b. ; It is used to install the frame material 3 on the top surface 7 of the structure, and supports the side bolster ^ 1295332 and the end bolster 5b, and the two bolsters 5a, 5b are combined into a rectangular shape. Then, in parallel with the side bolsters 5a, a plurality of plate joists 1 设置 are provided at predetermined intervals, and both ends of the elongated plate joist 10 are respectively coupled to the front and rear end bolsters 5b or the floor beams via the joint members 11 12-integrated, one end of the short strip-shaped plate joist 1〇 is combined with the front or rear end bearing beam 5b via the coupling member 5H (or the joist coupling l〇c), and the other end is connected via the coupling member 11 Combined with the floor beam 12 (or the support 〇d). Further, one end of the opening side joist 10b is coupled to the end support beam 5b, and the other end is coupled to the floor opening end joist 10a. A structural face material 13 is attached to the floor frame 14 formed between the plate joists 1 and the floor beam 12. Further, in the light steel structure, the frame material 2 is not present in the openings 8 such as the inlets 8a and 8b. Therefore, there is no support column in the opening portion 8 for supporting the vertical load on the roof or the like, and the portion of the opening portion 8 is weak. Therefore, it is necessary to reinforce the upper portion of the opening portion 8, and the crucible 15 is provided on the opening portion 8. 15 Figure 8 shows the detailed installation position of the 楣15. As shown in Fig. 8, the upper frame member 3 and the frame member 17 are provided at the upper and lower positions of the crucible 15 of the window 8b (opening portion 8), and the crotch portion is provided between the frame member π and the upper frame member 18 of the opening portion.緃 frame material 19. Further, both ends of the crucible 15 are attached to the crucible receiving member 2 via the crucible coupling member 21, and the crucible receiving member 20 is fixed to the crucible receiving member mounting frame member 22. The lower end and the upper end of the cymbal frame 22 are fixed to the lower frame 1 and the upper frame 3 by drilling screws 23, respectively. The opening lower frame member 24 is supported by the upper end of the lower portion of the lower frame frame 25 fixed to the lower frame member 1 or supported by the upper end of the opening lower frame member 25 via the receiving member. Further, as shown in FIG. 9 , the frame material 18 on the opening and the frame material 1295332 disposed above the opening are fixed to the bottom surface of the vertical wall 26 by the drilled wire 23, and the opening is formed. The lower frame member 24 and each of the frame members disposed below the frame member 24 are fixed to the drilled screw 23 with a structural face material to constitute the waist wall 27. Further, the side wall 28 is formed by the structural face material ' fixed to the hinge member 23 and the pivot member (the vertical frame member 2a) on both outer sides of the member. Incidentally, since the support column is not present in the opening portion 8, the four sides of the frame member 18, the opening lower frame member 24, and the cymbal receiving member angling frame member 22 which constitute the opening portion of the opening portion 8 are caused by the earthquake. The stresses in the horizontal direction are shifted in the horizontal direction. When the horizontal wall 27 and the side wall 28 are rigidly coupled to each other when displaced in the horizontal direction, each of the walls has a function as a wall of the endurance, and the displacement of the frame member around the opening 8 in the horizontal direction can be suppressed. However, in the past, the vertical wall 26, the waist wall 27, and the side wall 28 were loosely coupled to each other so as not to be displaced between the walls and the walls. Figs. 10 and 15 show a situation in which the horizontal force of the past vertical wall 26, the waist wall 27, and the side wall 28 is applied. As shown in FIGS. 10 and 11, the side wall 28 is rocked with respect to the applied horizontal force, but since the side wall 28 is loosely coupled with respect to the vertical wall 26 and the waist wall 27, horizontal force is not applied. It is transmitted to the vertical wall 26 and the waist wall 27. In other words, the horizontal force applied to the periphery of the opening portion 8 is almost entirely borne by the side wall 2 wall 28, and is eliminated by the shaking of the side wall 28. In addition, in the past, there has been proposed a wall structure and a surface material mounting side ν ( 〆 将 将 将 将 将 将 将 ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( Japanese Patent Laid-Open Publication No. 2000-234406. A method of calculating a wooden house and a wooden house using the building is also proposed. 1295332 (for example, Japanese Laid-Open Patent Publication No. 2001-164645). In the above-described 10th and 11th drawings, the 5 side wall 28 provided on both sides of the opening 8 is separated from the vertical wall 26 and the waist wall 27 located at the vertical position of the opening 8. Therefore, each side wall The resistance to the horizontal shaking caused by the earthquake or the like is reduced, and as a result, the amount of deformation in the horizontal direction is increased. Further, in the side wall 28, as indicated by the arrow in the u-th diagram, the interaction and the cyclic action are performed. The downward force indicates the tensile force, the upward arrow indicates the compressive force of 10, the rightward force, and the leftward force. That is, the force acting in each direction, such as the hai, interacts with each other and reacts, and Because of the balance of each other, the left and right The larger the movement, the larger the tensile force and the compressive force. In particular, since the tensile force is the total of the vectors in the elliptical dotted line (port) shown in Fig. 11, as the tensile force becomes larger, The compression force 15 is also increased. In order to cope with the increase in the tensile force (compression force), the vertical frame material for mounting the side wall 28 must be enlarged, and the vertical frame material is attached to the pressed part of the base or the like ( Read a) must also be relatively strong, but must be large and then 'must be thickened by the tin plugs used to fix the pressed parts to the concrete base to increase the strength. 2〇 but 疋' in order to resist the tensile force (Fortification) When the scent is increased, the endurance of the structure itself around the opening 8 can be improved, and the structure of the light steel body as a whole is changed to a high-strength structure. Therefore, when a horizontal force such as an earthquake is applied to a light steel structure, the stress will concentrate on the periphery of the opening that is reinforced to a high strength, and the composition of the 1295332 is also reported. Load. When it is fixed with reinforcement elements, etc. In the end, it will change, and the object will be provided with a reinforcing component, which is on the surface of the production cost or labor. 5, 15 15 20 Figure 12 shows the shearing of the side of the opening 8 on the side of the opening 8 The relationship between endurance and the wall 28 is opposite to the upper and lower position (4) _ I ' ^ side separation structure located at the opening π portion 8, as shown by P in the figure, the two waist walls 27 are sheared and sheared. The deformation is large. In contrast, in the frame of the side of the reinforcing opening using a press member or the like, as shown by q in the figure, the initial rigidity can be increased, but on the other hand, the breaking stress is greatly increased. It is necessary to maintain the initial rigidity of the opening portion 8 by the fact that the opening portion 8 is true, and the rail of the material is suppressed to be low in the figure, and the breaking force of the material in the miscellaneous structure is broken. Therefore, the present invention is In view of the above-mentioned system, the purpose of the special sound force suppression is maintained at a high level, and the surface stress is suppressed to the open wall structure of the low light steel structure, and the structure is set: Holding the side 璧 between the vertical wall panel and the waist panel, and relative to the structure Fixing the side wall side wall with a cross-oar timber apparatus housing, the fixed, upper opening portion of the lower end portion of the wall panels of the pivot member and the fixed Sao bi panel opening D 4 men frame member is fixed via a connecting member. That is, the open-twist structure to which the light steel structure of the present invention is applied is provided with a crotch portion, and the lower frame portion of the upper end portion of the tundish wall panel is fixed by the upper portion of the lower end portion of the fixed vertical wall panel, And a vertical frame member that is erected on the opening of the upper frame and the lower frame of the opening; and the two side wall frames are respectively disposed on the outer side of the outer frame. a frame member and a frame member for respectively being disposed between the vertical frame member and the upper end P of the vertical frame member and between the lower jaw portion; and the side wall member is fixed to the side wall frame member 5 And the vertical wall panel is configured to extend in the horizontal direction and the upper part of the side wall becomes a body, and the waist wall panel is configured to extend in the horizontal direction and be integrated with the lower portion of the side wall, and further, the side wall is integrated The face panels are separated from each other between the vertical wall panel and the waist panel. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view of a reinforcing structure to which the present invention is applied. Fig. 2 is a view for explaining a skeleton of a reinforcing structure to which the present invention is applied. Fig. 3 is a view for explaining the arrangement position of each of the wall panels in the reinforcing structure to which the present invention is applied. 15 帛4® is used to illustrate the situation when a horizontal force is applied to a reinforcing structure. Fig. 5 is a view for explaining another example of the case where a horizontal force is applied to the reinforcing structure. Fig. 6 is a graph showing the relationship between the shear stresses of the side walls provided on both sides of the opening portion with respect to the amount of shear deformation. Figure 7 is a diagram for explaining the construction of a light-faced construct. Figures 8(a) and (b) show in detail the mounting position of the crucible. Fig. 9 is a view for explaining respective fixed positions of the face material for construction. Fig. 10 is a view showing a state in which a horizontal 1295332 force is applied to the past vertical wall, waist wall, and side wall. Fig. 11 is a view showing another situation in which a horizontal force is applied to the vertical wall, the waist wall, and the side wall. Figure 12 is a diagram for explaining the problem of the present invention. 5 [Implementation of the cold type] DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the opening wall structure of the light steel structure of the preferred embodiment of the present invention will be described in detail with reference to the drawings. The reinforcing structure 50 to which the present invention is applied is as shown in Figs. 1 to 3, and is used to reinforce the structure of the opening 51 of the entrance, exit, window, or the like representing the light steel structure. As shown in Fig. 1 and Fig. 2, the frame of the reinforcing structure 5 is erected with a plurality of frame members 53 at predetermined intervals by the lower frame member 52, and the upper end of each frame member 53 is fixed to the lower frame of the opening portion. 54. Further, a plurality of frame members 56 are vertically suspended from the upper frame member 55 with a predetermined interval therebetween, and the lower ends of the respective frame members 56 are fixed to the opening frame member 57. Further, a side wall frame 64 is formed on both sides, and the side wall frame 64 is formed between the frame 57 on the opening and the lower frame of the opening and is erected on both sides of the opening 51. The frame member 58 is disposed on the outer vertical frame member 59 on the outer side of each of the vertical frame members 58 and the vertical frame member % and the outer frame member 20 member 5; The material is made up of $8 and the horizontal frame material of the outer frame material $9. Further, in the reinforcing structure 50, the vertical frame member m having a rectangular cross section is provided upright from the lower frame member 52 to the upper frame member. Further, between the vertical frame member (2) and the outer vertical frame member 59, an intermediate vertical frame member 1295332 131 from the lower frame member to the upper frame member is provided upright. Further, the outer vertical frame member 59 may be provided in the same manner from the lower frame member 52 to the upper frame member 55. Further, the side upper frame member 157' is further disposed at both ends of the opening frame member 57, and the side lower frame member 5 154 is further disposed at both ends of the opening portion lower frame member 54. In other words, the opening upper frame member 57 and the side upper frame member 157, and the opening lower frame member 54 and the side lower frame member 154 are disposed apart from each other at the same height. Moreover, a notch, not shown, may be provided in the vertical frame member 121. The notch is for inserting the plate member for erecting the upper frame member 57 and the side frame member 157 or for erecting the lower frame member 54. The plate with the side lower frame 154. The vertical wall panel 71 shown in Fig. 3 is attached to the upper frame member 55, the upper opening frame member 57, and the side upper frame member 157. Further, a waist wall panel 72 is attached to the opening lower frame member 54, the side lower frame member 154, and the lower frame member 52. In other words, in the opening portion, the frame member 57 is in a state in which the lower end portion of the vertical wall panel 71 is fixed, and the lower frame member 54 in the opening portion is in a state in which the upper end portion of the waist panel 72 is fixed. Further, both ends of the vertical wall panel 71 and the waist panel 72 may extend to the vicinity of the formation position of the outer vertical frame member 59. Moreover, the side wall 73 is attached to the side wall frame 64. As shown in Fig. 3, the side wall 73 is fixed to the side wall frame 64 between the vertical wall panel 71 and the waist panel 72. 20 Each of the frame materials is formed of a grooved steel which is integrally formed with a web and a flap at both ends by bending a thin steel plate having a thickness of 1.0 mm to 1.6 mm. As shown in Fig. 1, the lower frame member 52 is composed of a web 52a and a flap 52b provided on both sides of the web 52a, and a frame member 53 is inserted into the inner side of the lower frame member 52 in a substantially vertical direction. The material 53 is composed of a web 53a and 12 1295332 wing 53b on both sides of the web and a lip 53c at the front end of the flap 53b, and is joined to each other by a drilling screw (not shown) at the overlap. Similarly, the opening lower frame member 54 is formed by the web 54a and the flaps 54b provided on both sides of the web 54a, and the rib-shaped frame member 53 is inserted into the inside of the opening lower frame member 54 in a substantially vertical direction. Further, the side lower frame member 154 and the horizontal frame member 62 are joined to each other in a substantially sloping cross section of the web. Then, the bonded side frame 154 and the frame member 62 are inserted into the connector member 81 such as a drill screw to be joined to each other. Thereby, the side wall portion of the vertical wall panel 71 or the waist wall panel 72 is fixed by the 10 connecting member 81. The connecting member 81 is not limited to the drilling screw, and may be constituted by a bolt, a nut, or the like, and any other locking member. Further, the connector 81 may be replaced by any other joining means such as welding. Similarly, the cross-section of the side frame 157 composed of the webs 57a and the flaps 15 l57b provided on both sides of the web 157a and the sills 61 composed of the webs 61a and 61b are slightly crossed. The back surfaces of the patterns are bonded to each other. Then, the joint member 81 is joined by the frame member 157 and the frame member 61 which are attached to the side surface. Hereinafter, a case where the light steel structure including the reinforcing structure 50 described above is applied with a horizontal force will be described. First, when a horizontal force is applied to the light steel structure, the horizontal force is transmitted to the reinforcing structure 50, and as a result, the entire reinforcing structure 5 is deformed in the horizontal direction. However, in the reinforcing structure % to which the present invention is applied, since the reinforcing structure of the opening ^ of the length k of the side wall π is short, the initial rigidity of the side wall 73 becomes 13 1295332. As a result, when the applied horizontal force is small, as shown in Fig. 4, the amount of bending of the side wall becomes small. However, the weaker joint in the reinforcing structure 5〇 is affected by a large horizontal force, in particular, based on the connection of the fixed side wall 73 = the webs 61a, 62a of the transverse frame members 61, 62. Water = force and 5 elastically deformed or plastically deformed in the horizontal direction. In other words, the reinforcing structure 5 可 can suppress the deformation of the side wall as compared with the past. Therefore, even when the vibration is applied to the Dongzi light steel structure, the deformation can be largely suppressed. In the reinforcing structure 5, the side wall 73 is connected to the vertical wall panel 71 and the waist wall panel 72 via the connector 81. Therefore, even when a horizontal force is applied to the reinforcing structure 50, the vertical wall panel and the waist are provided. The wall panel can share the horizontal force to some extent, so the deformation of the side wall 73 can be further restricted. In other words, since the stress applied to the side wall 73 can be made small by the vertically connected vertical wall panel 71 and the waist wall panel 72, the cross section of the side wall 73 can be made smaller. Further, even when a large horizontal force is applied to the reinforcing structure 50 due to an earthquake or the like, the initial rigidity of the side wall 73 is high, so that it is not broken immediately as shown in Fig. 5. However, when the horizontal strength of the reinforcing structure 50 is weak, the drilling screw 23 (connecting member) of the webs 61a and 62a of the lateral frame members 61 and 62 of the face material of the fixed side wall 73 is based on The horizontal force is deformed, and the joint of the last 20 drilling screws 23 is broken. The failure of the drill screw 23 is an important cause of the reduction of the breaking stress of the entire reinforcing structure 50. That is, when the reinforcing structure 50 is applied with a large horizontal force due to an earthquake or the like, the final breaking stress does not greatly increase compared with the prior art, and even if it is viewed from the whole of the light steel structure, it can be avoided only for a part of the setting. High-strength construction 1295332 two-shaped:. Therefore, (4) a large horizontal force such as a shock is applied to the light steel structure: the reinforcing structure around the opening does not stress concentrate, and does not impose a large load on other structural elements. 5
10 剪斷ΪΓ旦係_設置於開σ部的兩側之側面壁之相對於 1之剪斷應力之關係圖。適用本發明的補強構造 :二線U與過去的曲線t相較下’由於可一面將初期剛性 2於从準，—面抑制破斷應力的提高，故可抑制輕鋼 物中的局部的應力集中。又，於輕鋼構建物中，由於 不需要為了對抗應力集中而對其他的各構造元件另外貼上 補強元件等，故可更減輕製造成本與勞力的負擔。 再者，於上述實施形態中，係舉用以構成輕鋼構建物 的窗或出入口的開口部51的補強構造50為例說明，但並不 限定於此，町適用於用以構成輕鋼構建物的任何的開口部。 產聿之f利用性 15 於本發明中，係设置被挾持於垂壁面板與腰壁面板之 間的側面受，且相對於用以構成固定該側面壁的側面辟用 • 框體之各橫權材，將固定垂壁面板的下端部的開口部上框 材與固定腰璧面板的上端部的開口部下框材經由連接件相 固定。藉此，於本發明中，可一面將初期剛性維持於高水 2〇 準，一面將破斷應力抑制於低。 【圖式簡單説明】 第1圖係適用本發明之補強構造之立體圖。 第2圖係用以說明適用本發明之補強構造之骨架之圖。 第3圖係用以說明適用本發明之補強構造中的各壁面 15 1295332 板之配置位置之圖。 第4圖係用以說明對補強構造施加水平力時之情形之 圖。 第5圖係用以說明對補強構造施加水平力時之情形之 5 另一圖。 第6圖係顯示設置於開口部兩側之側面壁之相對於剪 斷變形量之剪斷應力之關係圖。 第7圖係用以說明輕鋼構建物之構造之圖。 # 第8(a)、（b)圖係詳細地顯示楣的安裝位置之圖。 10 第9圖係用以說明構造用面材之各固定位置之圖。 第10圖係顯示對過去的垂壁、腰壁及側面壁施加水平 力時之情形之圖。 第11圖係顯示對過去的垂壁、腰壁及側面壁施加水平 力時之情形之另一圖。 15 第12圖係用以說明本發明之問題點之圖。 【主要元件符號說明】 1.. .下框材 2.. .縱框材 2a...縱框材 3.. .上框材 5a...側承樑 5b...端承樑 7…構造用面材 8a···出入口 8b...窗戶 10.. 4反托樑 10a...地板開口部端托樑 10b...開口部側托樑 10c…托樑結合件 10d...間撐 11.. .結合件 12…地板樑 13…構造用面材 14.. .地格板 16 1295332 15···楣 56...形框材 17...楣框材 57...開口部上框材 18...開口部上框材 58...縱框材 19...楣部縱框材 59...外側縱框材 20...楣承接件 61...橫框材 21...榻結合件 61a...腹板 22...楣承接件安裝用縱框材 61b...翼板 23...鑽孔螺絲 62...橫框材 24...開口部下框材 62a...腹板 24a...承接件 62b.··翼板 25...開口下部縱框材 64...側面壁用框體 26...垂壁 71...垂壁面板 27…腰壁 72...腰壁面板 28...側面壁 73...側面壁 50…補強構造 81...連接件 51...開口部 121...縱框材 52...下框材 131...中間縱框材 52a...腹板 154...側面下框材 52b··.翼板 154a...腹板 53...形框材 154b.··翼板 53a...腹板 157...側面上框材 53b...翼板 157a.. J复板 53c...突唇 54.. .開口部下框材 55.. .上框材 157b···翼板 1710 Shearing the relationship between the shearing stress of the side wall of the two sides of the open σ section with respect to 1 . The reinforcing structure to which the present invention is applied: the second line U is lower than the past curve t. 'Because the initial rigidity is 2, the surface can be restrained from breaking, and the local stress in the light steel can be suppressed. concentrated. Further, in the light steel structure, since it is not necessary to attach a reinforcing member or the like to each of the other structural elements in order to counter the stress concentration, the burden of manufacturing cost and labor can be further reduced. In the above embodiment, the reinforcing structure 50 for forming the window or the opening 51 of the entrance and exit of the light steel structure is described as an example. However, the present invention is not limited thereto, and the town is suitable for forming a light steel structure. Any opening of the building. In the present invention, the side is received by the side wall between the vertical wall panel and the waist wall panel, and is used for the side surface of the frame wall for fixing the side wall. In the weight material, the upper frame of the opening portion of the lower end portion of the fixed vertical wall panel and the lower frame portion of the upper end portion of the fixed waist panel are fixed via a connector. Therefore, in the present invention, the breaking stress can be kept low while maintaining the initial rigidity at a high water level. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view of a reinforcing structure to which the present invention is applied. Fig. 2 is a view for explaining a skeleton of a reinforcing structure to which the present invention is applied. Fig. 3 is a view for explaining the arrangement position of each wall surface 15 1295332 in the reinforcing structure to which the present invention is applied. Figure 4 is a diagram for explaining the situation when a horizontal force is applied to the reinforcing structure. Fig. 5 is a view for explaining another case where a horizontal force is applied to the reinforcing structure. Fig. 6 is a graph showing the relationship between the shear stresses of the side walls provided on both sides of the opening with respect to the amount of shear deformation. Figure 7 is a diagram for explaining the construction of a light steel construction. #第8(a) and (b) show the figure of the mounting position of 楣 in detail. 10 Fig. 9 is a view for explaining the respective fixed positions of the structural face material. Fig. 10 is a view showing a state in which a horizontal force is applied to the past vertical wall, waist wall, and side wall. Fig. 11 is another view showing a state in which a horizontal force is applied to the past vertical wall, waist wall, and side wall. 15 Fig. 12 is a diagram for explaining the problem of the present invention. [Description of main component symbols] 1.. Lower frame material 2.. Vertical frame material 2a... Vertical frame material 3.. Upper frame material 5a... Side bolster 5b... End bolster 7... Structural face material 8a···inlet and exit 8b...window 10: 4 counter-bearing beam 10a...floor opening end joist 10b...opening side joist 10c... joist coupling 10d... The intermediate support 11: the joint member 12...the floor beam 13...the structural surface material 14..the ground plate 16 1295332 15···楣56...shaped frame material 17...楣 frame material 57... Opening frame 18 (opening) upper frame 58... vertical frame 19... 楣 vertical frame 59... outer vertical frame 20... 楣 receiving member 61... Frame member 21...bed joint member 61a...web 22...楣mounting member mounting frame member 61b...wing plate 23...drilling screw 62...horizontal frame member 24.. Opening lower frame member 62a... web 24a... receiving member 62b. · wing plate 25... opening lower vertical frame member 64... side wall frame 26 ... hanging wall 71.. Vertical wall panel 27...waist wall 72...waist wall panel 28...side wall 73...side wall 50...reinforcing structure 81...connecting member 51...opening portion 121...longitudinal frame material 52...lower frame member 131...middle vertical frame member 52a...web 154... side Lower frame material 52b··. wing plate 154a... web 53... shaped frame material 154b. · wing plate 53a... web 157... side frame material 53b... wing plate 157a. J complex plate 53c...bump 54.. opening lower frame material 55.. upper frame material 157b···wing plate 17