200407492 玖、發明說明： 【發明戶斤腐之技術領域】 發明領域 本發明係關於一種適用於包含鋼骨屋（由板厚1 mm左 右之薄板輕量型鋼製成之框材與由構造用面材製成之鋼鐵 系板構造)之低層的小規模建築物之壁用之板構造，特別是 有關於兼備承重要素、隔熱要素、構思要素之複合板構造。 t Zl 發明背景 10 近年，自由設計因應型住宅之一例係以依薄板輕量型 鋼之框材與依構造面用材之壁框組工法建成之鋼骨屋最受 注目。該鋼骨屋由於使用鋼材於框材，所以與習知之木造 之壁框組工法相比，較耐地震與強風，可以確保較高安全 性。另外，在鋼骨屋由於高強度之壁框組板由周圍支撐家 15全體，所以可以確保不依賴建物内部之柱之大空間等，且 在設計的自由度非常高這一點上也很優良。 專利文獻1 (特願2002-107896詳細說明書）有針對習知 之鋼月屋之土面構造加以記載。若依據該專利文獻1，習知 之鋼骨屋的壁面係以鑽頭螺絲接合外壁構件（合板)與内壁 20構件(石膏板），在外壁構件的外側安裝隔熱材，進一步，在 其外側安裝外裝材所構成。 但是，在習知之鋼骨屋的壁面構造，由於主要之框材 等之承重要素、隔熱材之隔熱要素、外裝材之構思要素係 /刀別獨立所以結果是成為材料費與製作費高之構造，且 5 依然存在著改善的空間。 I 明内容】 發明概要 本發明係為了解決前述習知技術的問題而研發者，其 目的在於提供一種特別是一體化承重要素、隔熱要素、構 思要素，在成本面、施工性上較有利之複合板構造。 為了解決前述之問題，本發明之複合板構造，係如以 下之構造。也就是，本發明之複合板構造，係藉外壁側薄 板鋼板4與接合側薄板鋼板5，由兩側夹入芯材6，且於分別 黏合各薄板鋼板與前述芯材所構成之金屬層狀結構板條2 之接合側薄板鋼板5接合矩形框體3，而該矩形框體3係裝配 成使薄板輕量型鋼製之縱框材7及橫框材8概略吻合前述金 屬層狀結構板條2的形狀。又，前述金屬層狀結構板條2與 前述矩形框體3，係以由金屬層狀結構板條2側貫通至矩形 框體3側之固結件12(鑽頭螺絲12a或單側鉚钉12b等）來接 合0 另外，本發明之複合板構造，係藉外壁側薄板鋼板4與 接合側薄板鋼板5，由兩側夾入芯材6，且在分別黏合各薄 板鋼板與前述芯材所構成之金屬層狀結構板條2之接合側 薄板鋼板5接合矩形框體3，該矩形框體3係裝配成使薄板輕 量型鋼製之縱框材7及橫框材8概略吻合前述金屬層狀結構 板條2的雜。又’前述金屬層狀結構板似與前述矩形框 體3係以由前述矩形框體3側貫通接合側薄板鋼板5之固結 件12來接合，且前賴結件12使外壁㈣__不變形。 200407492 進一步，金屬層狀結構板條2的芯材，以使用發泡塑膠 較佳。 又，在本詳細說明書中，所謂矩形框體3概略吻合金屬 層狀結構板條2的形狀，係指金屬層狀結構板條2的大小與 5 矩形框體3的大小並不一定要完全一致，也包含矩形框體3 相對金屬層狀結構板條2稍小的情形，與稍微突出的情形。 圖式簡單說明 第1圖為第1實施形態之複合板構造之透視圖。 第2圖為第1實施形態之複合板構造之正面圖。 10 第3圖⑻為第1實施形態之複合板構造之橫截面圖，第3 圖（b)為(a)之一部擴大圖。 第4圖（a)為第1實施形態之複合板構造之縱框材部分之 縱截面圖，第4圖（b)為第4圖⑻之部份擴大圖。 第5圖為第2實施形態之複合板構造之透視圖。 15 第6圖為第2實施形態之複合板構造之正面圖。 第7圖⑻為第2實施形態之複合板構造之橫截面圖，第7 圖（b)為第7圖⑻之部份擴大圖。 第8圖⑻為第2實施形態之複合板構造之縱框材部分之 縱截面圖，第8圖（b)為第8圖⑻之部份擴大圖。 20 第9圖為第3實施形態之複合板構造之透視圖。 第10圖為第3實施形態之複合板構造之正面圖。 第11圖（a)為第3實施形態之複合板構造之橫截面圖，第 11圖（b)為第11圖⑻之部份擴大圖。 第12圖為調查複合板構造的力學性能之面内剪斷試驗 7 之概要圖。 弟13圖（a)〜(b)為表示成為試驗体之複合板構造之固定 狀態之圖。 第14圖（a)〜(c)為表示試驗体之固結件之打設螺距之圖。 第15圖為表示實施例之另斷試驗的結果之圖。 I：實施方式3 較佳實施例之詳細說明 <第1實施形態> 以下，參照第1圖至第4圖說明關於本發明之第1實施形 態之複合板構造。第1實施形態之複合板構造1，係由在金 屬層狀結構板條2接合矩形框体3所構成。 金屬層狀結構板條2，係由外壁側薄板鋼板4及接合側 薄板鋼板5、與芯材6所構成，以外壁側薄板鋼板4及接合側 薄板鋼板5，由外側夾入芯材6，且藉黏接形成一體化。又， 金屬層狀結構板條2，以使用具有優良之隔熱性之材質，特 別是硬質聚胺基甲酸酯等之發泡塑膠較佳。 在該金屬層狀結構板條2的橫方向兩端，形成延長於上 下之連結凸部2a及連結凹部2b。而且，在金屬層狀結構板 條的連結時，係形成嵌合1個之金屬層狀結構板條之連結凸 部2a與鄰接之金屬層狀結構板條的連結凹部2b。 使用於金屬層狀結構板條2之外壁側薄板鋼板4及接合 側薄板鋼板5，係使用厚度0.55mm程度之薄鋼板，其全體 形狀係形成長方形。外壁側薄板鋼板2及接合側薄板鋼板5 的橫方向兩端，係施以彎曲加工以形成連結凸部及連結凹 部。又，在外壁側薄板鋼板4，為了使外裝材之構思效果提 昇，亦可藉彎曲加工加上花樣。 另外，接合於金屬層狀結構板條2之接合側薄板鋼板5 之矩形框體3，係由左右1對之縱框體7，與上下丨對之橫框 體8所構成。矩形框體3的縱框材7係沿著接合側薄板鋼板5 的左右端部，於上下方向延伸，橫框材7係沿著接合侧薄板 鋼板5的上下端部，於橫方向延伸。也就是，縱框材7及橫 框材8裝配成概略吻合金屬層狀結構板條2的形狀。 在第1實施形態之矩形框體3，縱框材7，係由以鑽頭螺 絲12a背對背的接合2個之帶緣溝型鋼9、9所構成。而且， 縱框材7，係在帶緣溝型鋼9、9的凸緣與接合側薄板鋼板5 面接觸之狀態下配置。 另外，構成縱框材7之單方之帶緣溝型鋼9中，在與接 合側薄板鋼板5面接觸之凸緣，面向接合側薄板鋼板5打入 固結件12(鑽頭螺絲或單側鉚釘）。該固結件12的先端，係貫 通帶緣溝型鋼9之腹板與接合側薄板鋼板5，並埋入芯材6， 使成為構思要素之外壁薄板鋼板4不會變形。 另一方面，在矩形框體3之橫框材8，使用腹板寬度設 定成比縱框材7的厚度稍大之C字狀之溝形導軌13。該溝形 導執13，為了容易的與金屬層狀結構板條2接合，凸緣的長 度設定成左右不同。而且，在預先固定於金屬層狀結構板 條2之縱材7的上下，覆蓋溝形導軌13、裳配矩形框體3，使 長凸緣面向金屬層狀結構板條2。 又，使用於縱框材7及橫框材8之型鋼的板厚，由於較 200407492 多為lmm以下者，所以在矩形框體3的角部之縱框材7及橫 框材8的干涉，通常沒有必要考慮。但是，型鋼的板厚在變 厚的情形，在縱框材的端部’藉施以擠壓加工等之手段， 可以防止縱框材7及橫框材8的干涉（省略圖示）。 5 另外，在溝形導執13的長凸緣，面向金屬層狀結構板 條2打入固結件12 ’接合溝形導軌13與金屬層狀結構板條 2。另外，暫時固定用之鑽頭螺絲12螺合於溝形導轨13的短 凸緣與縱框材7之交叉部。又，接合溝形導執13於金屬層狀 結構板條2之固結件12的前端係貫通溝形導軌13的長凸緣 10 與接合側薄板鋼板5 ’並埋入芯材6 ’使成為構思要素之外 壁薄板鋼板4不會變形。 <第2實施形態> 第5圖至第8圖，係表示第2實施形態之複合板構造之 圖。又，在以下之實施形態，針對與第1實施形態相同之構 15 造，賦予相同符號，並省略其說明。 在第2實施形態之複合板構造ia，矩形框體3之縱框材 7，係由帶緣溝型鋼9與C子狀溝型鋼1 〇所構成。帶緣溝型 鋼9 ’係在與接合側薄板鋼板5形成背對背之狀態下配置， 以由帶緣溝型鋼9側打入之固結件，與金屬層狀結構板條2 20 接合。 另外，C字狀溝型鋼10,係蓋在帶緣溝型鋼9之上配置， I成覆盍τ緣溝型鋼9的開口部。C字狀溝型鋼1 〇 ,係藉螺 合於兩側之凸緣之鑽頭螺絲12a，固定於帶緣溝型鋼9。 <第3實施形態> 10 200407492 第9圖至第11圖，係表示第3實施形態之複合板構造之 圖。 在第3實施形態之複合板構造lb，彎曲薄鋼板，且填縫 接合端部所形成之截面長方形之填缝箱型鋼14，係使用於 5 縱框材7。在該填縫箱型鋼14的單面，每隔一定間隔設置著 固結件12用之開口，由該開口打入固結件12形成與金屬層 狀結構板條2接合。 <例子1 > 為了調查複合板構造的力學性能，通常依照調查承重 10 壁的性能之標準的載貨方法進行試驗。 具體而言，如第12圖所示，複合板構造lb之矩形框體3 下部，係固定於固定夾具20，複合板構造lb之矩形框體3上 部，係連結於連結在油壓千斤頂21之載貨框22，藉油壓千 金頂21的推拉，水平力作用複合板構造lb。而且，使用如 15 此之面内剪斷試驗機，對作用於各種試驗體之水平力（P)， 進行煎斷變形角的面内剪斷試驗。 本實施例係以類似於第1實施形態之構造為基本，準備 3種變更縱方向之固結件之打設間距之複合板構造lc(從 30mmx橫910mm之尺寸），在橫方向連結2片相同種類之複 20 合板構造lc作為試驗體(參照第13圖）。另外，第14圖係表示 分別之複合板構造1 c之固結件之打設間距。 第15圖係表示剪斷試驗的結果。即使由例子-A、例子 -B、例子-C之任何一例可以瞭解，部分的藉鑽頭螺絲拔出產 生承重降低者之全體顯示安定之舉動。另外，縱方向之固結 11 200407492 件的打設間距愈小，則顯示剛性•承重都有變大的傾向。 如上述，本發明之複合板構造，係以固結件將吻合於 金屬層狀結構板條的形狀之矩形框體，接合於金屬層狀結 構板條，在1片之板上一體化框體與面材。從而，相較於習 5 知之鋼骨屋等之承重壁構造，在成本面、施工性方面是有 利的。 另外，一般在承重壁構造，對於地震時等之水平力， 面材成為主抵抗構造要素，具有面材的水平抵抗性能左右 耐震性能。在此，本發明之複合板構造，由於使用高承重 10 之金屬層狀結構板條於面材，所以可以實現比使用石膏板 等於面板之習知之承重壁構造更高的耐負荷性能。 進一步，本發明之複合板構造，由於在金屬層狀結構 板條的内部充填隔熱性優良之發泡塑膠，所以基本上不需 要為了提高隔熱性能的附加對策。 15 另外，在本發明之複合板構造，接合金屬層狀結構板 條與矩形框體之固結件，係由矩形框體側打入，前端貫通 接合側薄板鋼板，並埋入芯材部分，使成為構思要素之外 壁側薄板鋼板不會變形。因此，在本發明之複合板構造中， 由於固結件不會突出於外壁側，所以構思性較高，金屬層 20 狀結構板條可以原樣地作為外裝材。 也就是，在本發明之複合板構造，僅在橫方向連結複 合板構造，就可以構築較高耐負荷性能之承重壁。而且， 由於一體化承重要素、隔熱要素、構思要素，所以可以省 略一切隔熱材與外裝材的安裝作業，在成本面、施工性方 12 200407492 面非常有利。 【圖式簡單說明3 第1圖為第1實施形態之複合板構造之透視圖。 第2圖為第1實施形態之複合板構造之正面圖。 5 第3圖（a)為第1實施形態之複合板構造之橫截面圖，第3 圖（b)為（a)之一部擴大圖。 第4圖（a)為第1實施形態之複合板構造之縱框材部分之 縱截面圖，第4圖（b)為第4圖⑻之部份擴大圖。 第5圖為第2實施形態之複合板構造之透視圖。 10 第6圖為第2實施形態之複合板構造之正面圖。 第7圖（a)為第2實施形態之複合板構造之橫截面圖，第7 圖（b)為第7圖⑻之部份擴大圖。 第8圖（a)為第2實施形態之複合板構造之縱框材部分之 縱截面圖，第8圖（b)為第8圖（a)之部份擴大圖。 15 第9圖為第3實施形態之複合板構造之透視圖。 第10圖為第3實施形態之複合板構造之正面圖。 第11圖（a)為第3實施形態之複合板構造之橫截面圖，第 11圖（b)為第11圖⑻之部份擴大圖。 第12圖為調查複合板構造的力學性能之面内剪斷試驗 20 之概要圖。 第13圖（a)〜(b)為表示成為試驗体之複合板構造之固定 狀態之圖。 第14圖（a)〜⑷為表示試驗体之固結件之打設螺距之圖。 第15圖為表示實施例之剪斷試驗的結果之圖。 13 200407492 【圖式之主要元件代*表符號表】 la、lb、lc…複合板構造 9…帶緣溝型鋼 2…金屬層狀結構板條 10…C字狀溝型鋼 2a…連結凸部 12···固結件 2b…連結凹部 12a···鑽頭螺絲 3···矩形框體 12b…單側鉚釘 4···外壁側薄板鋼板 Π…溝形導軌 5···接合側薄板鋼板 14…填縫箱型鋼 6…芯材 21…千金頂 7…縱框材 20···固定炎具 8…橫框材 22…載貨框 14200407492 发明 Description of the invention: [Technical field of the inventor's catfish] Field of the invention The present invention relates to a frame material and a structural surface material which are suitable for a steel frame house (made of a thin steel plate with a plate thickness of about 1 mm). The steel plate structure of the low-rise building is a plate structure used for the walls of small-scale buildings. In particular, it is a composite plate structure that has important elements, heat insulation elements and idea elements. t Zl Background of the Invention 10 In recent years, one example of a free-design responsive house is the steel-framed house built with the thin-frame lightweight steel frame material and the structural-frame material wall frame assembly method. Because this steel frame house uses steel as the frame material, it is more resistant to earthquakes and strong winds, and can ensure higher safety compared to the conventional wooden frame construction method. In addition, in the steel-framed house, since the high-strength wall frame panel supports the whole house 15 around, it can ensure a large space that does not depend on the columns inside the building, etc., and is also excellent in design freedom. Patent Document 1 (Detailed Description of Japanese Patent Application No. 2002-107896) describes the earth surface structure of the conventional steel moon house. According to the patent document 1, the wall surface of the conventional steel-framed house is connected with an outer wall member (plywood) and an inner wall 20 member (gypsum board) with a drill screw, and an insulation material is installed on the outer side of the outer wall member.材 的 组合。 Material composition. However, in the wall structure of the conventional steel-framed house, the main frame materials and other important elements, the heat insulation elements of the heat insulation materials, and the design elements of the exterior materials are independent of each other. Therefore, the cost of materials and production is high. Structure, and there is still room for improvement. I. Summary of the Invention The present invention was developed by the developer in order to solve the problems of the conventional technology described above. The purpose of the invention is to provide an integrated bearing element, a thermal insulation element, and an idea element, which are advantageous in terms of cost and workability. Composite plate construction. In order to solve the aforementioned problems, the composite plate structure of the present invention has the following structure. That is, the composite plate structure of the present invention is a metal layer formed by sandwiching the core material 6 on both sides by the outer wall side sheet steel plate 4 and the joining side sheet steel plate 5 and bonding the respective thin plate steel plates and the aforementioned core material. The joining side sheet steel plate 5 of the structural slat 2 is joined to a rectangular frame body 3, and the rectangular frame body 3 is assembled so that the vertical frame material 7 and the horizontal frame material 8 made of a thin lightweight steel plate roughly match the aforementioned metal layered structural plate. Shape of strip 2. In addition, the metal layered structural strip 2 and the rectangular frame body 3 are fixed members 12 (drill screws 12a or single-sided rivets 12b) that penetrate from the metal layered structural strip 2 side to the rectangular frame body 3 side. Etc.) to join 0 In addition, the composite plate structure of the present invention is constituted by the outer wall side sheet steel plate 4 and the joining side sheet steel plate 5, sandwiching the core material 6 on both sides, and bonding each sheet steel plate and the aforementioned core material separately The metal-layered structural slat 2 of the joining side sheet steel plate 5 joins a rectangular frame 3, which is assembled so that the vertical frame material 7 and the horizontal frame material 8 made of a thin steel plate roughly match the aforementioned metal layer Miscellaneous structure-like slat 2. It is also said that the aforementioned metal layered structural plate and the rectangular frame body 3 are joined by the fastening member 12 which penetrates and joins the side sheet steel plate 5 from the rectangular frame body 3 side, and the front laminating member 12 makes the outer wall ㈣__ not deformed . 200407492 Furthermore, the core material of the metal laminar structure slat 2 is preferably foamed plastic. Moreover, in this detailed description, the so-called rectangular frame 3 roughly matches the shape of the metal layered structural slat 2, which means that the size of the metal layered structural slat 2 and the size of the 5 rectangular frame 3 do not necessarily exactly match It also includes the case where the rectangular frame 3 is slightly smaller than the metal layered structural slat 2 and the case where it is slightly protruding. Brief Description of the Drawings Fig. 1 is a perspective view showing the structure of the composite plate of the first embodiment. Fig. 2 is a front view of the composite plate structure of the first embodiment. 10 FIG. 3 is a cross-sectional view of the composite plate structure of the first embodiment, and FIG. 3 (b) is an enlarged view of a part of (a). Fig. 4 (a) is a longitudinal sectional view of a longitudinal frame member of the composite plate structure of the first embodiment, and Fig. 4 (b) is an enlarged view of a part of Fig. 4 (a). Fig. 5 is a perspective view of the composite plate structure of the second embodiment. 15 FIG. 6 is a front view of the composite plate structure of the second embodiment. Fig. 7 (a) is a cross-sectional view of the composite plate structure of the second embodiment, and Fig. 7 (b) is an enlarged view of a part of Fig. 7 (a). Fig. 8 (a) is a longitudinal sectional view of a longitudinal frame member of the composite plate structure of the second embodiment, and Fig. 8 (b) is an enlarged view of a part of Fig. 8 (a). 20 FIG. 9 is a perspective view of the composite plate structure of the third embodiment. Fig. 10 is a front view of the composite plate structure of the third embodiment. Fig. 11 (a) is a cross-sectional view of the composite plate structure of the third embodiment, and Fig. 11 (b) is an enlarged view of a part of Fig. 11 (i). Figure 12 is a schematic diagram of the in-plane shear test 7 to investigate the mechanical properties of the composite plate structure. Figures 13 (a) to (b) are diagrams showing the fixed state of the composite plate structure as a test body. Figures 14 (a) ~ (c) are diagrams showing the pitch of the pitch of the consolidation piece of the test body. Fig. 15 is a graph showing the results of a separate test of the example. I: Detailed description of a preferred embodiment of Embodiment 3 < First Embodiment > Hereinafter, a composite plate structure according to a first embodiment of the present invention will be described with reference to Figs. 1 to 4. The composite plate structure 1 of the first embodiment is formed by joining a rectangular frame body 3 to a metal laminar structure slat 2. The metal layered structural slat 2 is composed of an outer wall side sheet steel plate 4 and a joining side sheet steel plate 5 and a core material 6, and an outer wall side sheet steel plate 4 and a joining side sheet steel plate 5 are sandwiched by the core material 6 from the outside. And form an integration by bonding. In addition, the metal layered structural slat 2 is preferably made of a material having excellent heat insulation properties, particularly a foamed plastic such as rigid polyurethane. At both ends in the lateral direction of the metal layered structural slat 2, a connecting convex portion 2a and a connecting concave portion 2b are formed to extend upward and downward. Further, in the connection of the metal layered structural slat, the connection convex portion 2a of one metal layered structural slat and the connection recessed portion 2b of the adjacent metal layered structural slat are formed. The sheet steel plate 4 on the outer wall side of the metal layered structural strip 2 and the sheet steel plate 5 on the joint side are thin steel plates having a thickness of about 0.55 mm, and the overall shape is formed into a rectangle. Both ends of the outer wall-side sheet steel plate 2 and the joining-side sheet steel plate 5 in the lateral direction are subjected to bending processing to form connecting convex portions and connecting concave portions. In addition, in order to improve the effect of the exterior material on the outer wall side sheet steel plate 4, it is also possible to add patterns by bending. The rectangular frame 3 joined to the joining-side sheet steel plate 5 of the metal layered structural strip 2 is composed of a pair of vertical frames 7 on the left and right and a horizontal frame 8 on the upper and lower sides. The vertical frame material 7 of the rectangular frame body 3 extends in the vertical direction along the left and right ends of the joining-side sheet steel plate 5, and the horizontal frame material 7 extends in the horizontal direction along the upper and lower ends of the joining-side sheet steel plate 5. That is, the vertical frame material 7 and the horizontal frame material 8 are assembled so as to roughly match the shape of the metal layered structural slat 2. In the rectangular frame body 3 and the vertical frame material 7 of the first embodiment, the two grooved section steels 9 and 9 are joined back-to-back by a drill screw 12a. The vertical frame material 7 is arranged in a state where the flanges of the edge groove groove steels 9 and 9 are in surface contact with the joining-side sheet steel plate 5. In addition, in the unilateral grooved profile steel 9 constituting the longitudinal frame member 7, the fastening piece 12 (drill screw or one-side rivet) is driven into the flange facing the joining side sheet steel plate 5 to face the joining side sheet steel plate 5. . The front end of the consolidation member 12 is connected to the web of the pass-band edge groove steel 9 and the joining-side sheet steel plate 5 and is embedded in the core material 6 so that the thin-wall sheet steel 4 other than the idea element is not deformed. On the other hand, in the horizontal frame member 8 of the rectangular frame body 3, a C-shaped groove guide 13 having a web width set slightly larger than the thickness of the vertical frame member 7 is used. The groove-shaped guide 13 has a flange length set to be different from left to right in order to be easily joined to the metal layered structural slats 2. Furthermore, the grooves 13 and the rectangular frame 3 are covered on the upper and lower sides of the vertical member 7 fixed to the metal layered structural strip 2 in advance, with the long flanges facing the metal layered structural strip 2. In addition, since the thickness of the profile steel used for the vertical frame material 7 and the horizontal frame material 8 is more than 1 mm than that of 200407492, the interference of the vertical frame material 7 and the horizontal frame material 8 at the corners of the rectangular frame body 3, It is usually not necessary to consider. However, when the plate thickness of the profile steel becomes thicker, the end portion of the vertical frame material can be prevented from interfering with the vertical frame material 7 and the horizontal frame material 8 by means of extrusion (not shown). 5 In addition, the long flange of the groove-shaped guide 13 faces the metal layered structural slat 2 to drive the fastening member 12 'to join the grooved guide 13 and the metal layered structural slat 2. In addition, a bit screw 12 for temporary fixing is screwed to the intersection of the short flange of the groove guide 13 and the vertical frame member 7. In addition, the front end of the fastening member 12 of the groove-shaped guide 13 is joined to the long flange 10 of the groove-shaped guide 13 through the front end of the fastening member 12 of the metal layered structural slat 2 and the joining-side sheet steel plate 5 'and embedded in the core 6' The wall sheet steel plate 4 other than the idea element is not deformed. < Second Embodiment > Figures 5 to 8 are diagrams showing the structure of a composite plate according to a second embodiment. In the following embodiments, the same configurations as those in the first embodiment will be assigned the same reference numerals, and descriptions thereof will be omitted. In the composite plate structure ia of the second embodiment, the vertical frame material 7 of the rectangular frame body 3 is composed of the edge groove groove steel 9 and the C-shaped groove groove steel 10. The edge groove type steel 9 ′ is arranged in a state of forming a back-to-back relationship with the joining-side sheet steel plate 5, and a fastening member driven from the edge groove type steel 9 side is joined to the metal layered structural strip 2 20. In addition, the C-shaped groove section steel 10 is arranged on the edge groove section steel 9 so as to cover the opening of the 盍 τ edge groove section steel 9. The C-shaped groove section steel 10 is fixed to the edge groove section steel 9 by a drill screw 12a screwed to the flanges on both sides. < Third embodiment > 10 200407492 Figures 9 to 11 are views showing the structure of a composite plate according to a third embodiment. In the composite plate structure 1b according to the third embodiment, a caulking box-shaped steel 14 having a rectangular cross section formed by bending a thin steel plate and caulking joint ends is used for 5 longitudinal frame materials 7. On one side of the caulking box section steel 14, openings for the consolidation members 12 are provided at regular intervals, and the consolidation members 12 are driven into the openings to form the joints with the metal layered structural slats 2. < Example 1 > In order to investigate the mechanical properties of the composite plate structure, the test is usually carried out in accordance with a standard cargo method for investigating the performance of a load bearing 10 wall. Specifically, as shown in FIG. 12, the lower portion of the rectangular frame 3 of the composite plate structure lb is fixed to the fixing fixture 20, and the upper portion of the rectangular frame 3 of the composite plate structure lb is connected to the hydraulic jack 21. The cargo frame 22 is pushed and pulled by the hydraulic jack 21, and a horizontal force acts on the composite plate structure lb. Furthermore, using an in-plane shear tester such as this, an in-plane shear test of the horizontal force (P) acting on various test bodies was performed at the frying deformation angle. This example is based on a structure similar to the first embodiment, and prepares three types of composite plate structures lc (size from 30mm x 910mm horizontal) that change the pitch of the consolidation pieces in the vertical direction, and connects two pieces in the horizontal direction. The same kind of composite 20 plywood structure lc was used as the test body (see Figure 13). In addition, Fig. 14 shows the installation pitch of the consolidation members of the respective composite plate structure 1c. Figure 15 shows the results of the shear test. As can be understood from any one of Examples-A, Example-B, and Example-C, the pull-out of some of the drill screws has shown a stable behavior for all of the load-bearers. In addition, the vertical consolidation 11 200407492 shows that the smaller the installation pitch, the higher the rigidity and load bearing tend to be. As described above, the composite plate structure of the present invention is a rectangular frame that matches the shape of the metal layered structural slat with a consolidation member, is joined to the metal layered structural slat, and integrates the frame on a single plate. With surface material. Therefore, compared with the load-bearing wall structure of steel-frame houses such as those known in Xi, it is advantageous in terms of cost and workability. In addition, in the case of load-bearing wall structures, the surface material becomes the main resistance structural element for horizontal forces such as earthquakes, and the horizontal resistance of the surface material is about the seismic resistance. Here, since the composite panel structure of the present invention uses a high-load-bearing metal laminar structure slat on the surface material, it can achieve higher load resistance performance than the conventional load-bearing wall structure using gypsum board equal to the panel. Further, in the composite panel structure of the present invention, since the foamed plastic having excellent thermal insulation properties is filled in the metal laminar structure slat, there is basically no need for additional measures for improving the thermal insulation performance. 15 In addition, in the composite plate structure of the present invention, the metal laminar structural slat and the rectangular frame body are joined together, and the joint is driven from the rectangular frame side, and the front end penetrates the joint side sheet steel plate, and is buried in the core material. Prevent the deformation of the thin steel sheet on the side of the wall other than the idea element. Therefore, in the composite panel structure of the present invention, since the consolidation member does not protrude from the outer wall side, the concept is high, and the metal layer 20-like structural slats can be used as exterior materials as they are. That is, in the composite panel structure of the present invention, a load-bearing wall having a high load resistance performance can be constructed only by connecting the composite panel structure in the horizontal direction. In addition, because the integration of important elements, thermal insulation elements, and conceptual elements, all installation work of thermal insulation materials and exterior materials can be omitted, which is very advantageous in terms of cost and construction. [Brief Description of Drawings 3] Figure 1 is a perspective view of the composite plate structure of the first embodiment. Fig. 2 is a front view of the composite plate structure of the first embodiment. 5 Fig. 3 (a) is a cross-sectional view of the composite plate structure of the first embodiment, and Fig. 3 (b) is an enlarged view of part (a). Fig. 4 (a) is a longitudinal sectional view of a longitudinal frame member of the composite plate structure of the first embodiment, and Fig. 4 (b) is an enlarged view of a part of Fig. 4 (a). Fig. 5 is a perspective view of the composite plate structure of the second embodiment. 10 FIG. 6 is a front view of the composite plate structure of the second embodiment. Fig. 7 (a) is a cross-sectional view of the composite plate structure of the second embodiment, and Fig. 7 (b) is an enlarged view of a part of Fig. 7 (a). Fig. 8 (a) is a longitudinal sectional view of a longitudinal frame member of the composite plate structure of the second embodiment, and Fig. 8 (b) is an enlarged view of a part of Fig. 8 (a). 15 FIG. 9 is a perspective view of the composite plate structure of the third embodiment. Fig. 10 is a front view of the composite plate structure of the third embodiment. Fig. 11 (a) is a cross-sectional view of the composite plate structure of the third embodiment, and Fig. 11 (b) is an enlarged view of a part of Fig. 11 (i). Fig. 12 is a schematic diagram of the in-plane shear test 20 for investigating the mechanical properties of the composite plate structure. Figs. 13 (a) to (b) are diagrams showing a fixed state of a composite plate structure serving as a test body. Figs. 14 (a) to ⑷ are diagrams showing the pitches of the fixing pieces of the test piece. Fig. 15 is a graph showing the results of a shear test in an example. 13 200407492 [The main component code of the figure * table symbol table] la, lb, lc ... composite plate structure 9 ... edge groove section steel 2 ... metal layered structure strip 10 ... C-shaped groove section steel 2a ... connecting protrusion 12 ··· Fixture 2b ... Connecting recess 12a ··· Drill screw 3 ··· Rectangular frame 12b ... One-side rivet 4 ··· Outer wall side sheet steel plate Ⅱ ... Groove guide 5 ··· Joint side sheet steel plate 14 ... caulking box steel 6 ... core material 21 ... golden top 7 ... longitudinal frame material 20 ... fixing inflammation tool 8 ... horizontal frame material 22 ... loading frame 14