200422497 玖、發明說明： 【發明所屬之技術領域】 本發明為關於房屋、事務所、低樓層、各種小房屋、置 物屋、倉庫等的建築壁、狗窩、家畜小屋、飼養小屋等的 動物舍壁、塑膠薄膜溫室、溫室等的裁培室壁，圍牆等的 外構壁，垂直擁壁等的搭組用構築壁之改良。 【先前技術】 本發明申請人所開發之日本專利特願平 1 1 - 2 8 7 1 3 1號 (曰本專利特開2 0 0 1 - 1 0 7 4 9 7號）中在圖7所示存在有搭 組用構築壁α 。 搭組用構築壁α為，空出所需要的準備空間寬度 L，使 一對發泡塑膠製之兩前/後壁板2、2縱橫連結相對立的平 行壁板1而多段嵌合疊積如此所成之搭組用構築壁，其由： 打設打基礎混凝土之基礎部Β ;及，以隔離板4連結組構 跨越上下鄰接之互相的平行壁板1之各段縱接縫A 1内側而 各自對向安裝的縱接縫聯結件3、3，如此所成之平壁部； 及，以隔離壁4連結，直角形外嵌跨越鄰接隅角形部份之 上下左右鄰接互相的平行壁板1之各段縱接縫A 1所各自對 應安裝的對向兩内/外互相的平行角形縱接縫聯結件5、6 所形成之隅角形壁部；及，以隔離板4連結各自對應外嵌 狀跨越鄰接T字交錯部份之直角形部上下左右鄰接互相的 平行壁板1之各段縱接縫A 1所安裝的内平行角形縱接縫聯 結件7和外嵌狀跨越鄰接直線部上下之互相平行壁板1之 上下縱接縫A 1之互相的外平行直板縱接縫聯結件8而所形 6 312/發明說明書(補件)/92-12/92126801 200422497 成之τ字隔間壁部；如此所構成，而充填用準備空間内為 保持有連續縱橫配筋之未圖示的補強鋼筋群和可充填打設 之壁混凝土。 前述兩前/後兩壁板 2、2為以具有斷熱性、遮音性、 密閉性之發泡聚苯乙烯、發泡聚氨基甲酸酯、發泡聚氣乙 烯、發泡聚烯烴等的發泡塑膠，使嵌合凸起花紋及和其符 合之嵌合凹陷花紋以橫斷上端面和下端面全長各自連續形 成，同時，使和剖面大致呈Τ凸條相符合之剖面大致呈Τ 凹條以橫斷左端面和右端面全長各自延伸，在相對立之内 側面的橫方向等間隔之一定的上部和下部隔著中間部，自 上/下兩端面各自垂直契入至平面Τ嵌溝2g。 如圖8所示，前述縱接縫聯結件3為以聚乙烯、聚丙烯 等的塑膠製，以聯結件嵌片3 c、3 d —體連結平行相對立的 聯結件嵌板3 a和聯結件露出板3 b間之上下，中間以隔間 嵌桿3 e —體連結，同時，在聯結件露出板3 b的上下部各 自突設有二組之繫止筒3f、3f。 又，聯結件嵌板3a和聯結件露出板3b的外側間中間部 以V溝3 g隔開，聯結件嵌片3 c、3 d當作嵌插於聯結件嵌 板.3 a和兩前/後壁板2、2的平面T嵌溝2 g之平面T形體， 其各自可嵌插自如地一體形成縱接縫聯結件3之兩上/下 半部。 如圖9所示，前述壁板4為以聚丙烯或強化塑膠等的塑 料等在上側等間隔設有鋼筋承座4 a，同時，平行二股屈曲 兩端部4b、4b為，一方面朝下方直角形屈曲，另一方面裂 7 312/發明說明書(補件)/92-12/92126801 200422497 設裂溝4 c之先部鉤端4 d、4 d設為比繫止筒3 f之各孔内周 稍微大的外周所成之繫止段部4 e、4 e。 如圖 1 0所示，隅角形壁部的前述外平行角形縱接縫聯 結件6及内平行角形縱接縫聯結件5為，間隔Η使各個二 片的直角聯結板5a和5b、6a和6b欲入刖壁板或後壁板2 隔開壁板厚度間隔Η而相對立，各個連結桿5 c、6 c各自一 體連結成形，在兩接縫聯結件5、6的對向部位突設有二組 繫止筒5 d、6 d，再將隔離板4的平行二股屈曲兩端部 4 b 和4 b插入繫止筒5 d和6 d内而連結成為組構件。 如圖1 1所示，T字隔間壁部的前述外平行直板縱接縫聯 結件8為，二片平縱接縫聯結板8 a和8 b使前壁板或後壁 板2嵌入而隔開壁板厚度間隔Η而相對立，再以連結桿8 c 一體連結成形，另一方面，二個内平行角形縱接縫聯結件 7、7為，隔著壁板厚度間隔Η使二片直角形聯結件板7 a 和7b相直立，再以連結桿7c —體連結成形，同時，在兩 接縫聯結件7和8之對向部位突設二組繫止筒7d和8d， 再將隔離板4的平行二股屈曲兩端部 4 b、4 b插入繫止筒 7d和8d而連結成為組構件。 【發明内容】 (發明所欲解決之問題） 如以上所說明，先前之構築壁α雖然上下左右前後的搭 組強度很高，其構成元件量輕而不需要熟練度即可容易搭 組，且可大幅度縮短施工期，但對以前的工法雖然可說價 廉，但在建築物設計規格上及混凝土耐壓壁構造上，為了 8 312/發明說明書(補件)/92-12/92126801 200422497 要求建築物高樓層之上等的要求，必須要調整混凝土充填 準備寬度（準備空間寬度L )，因此必須要備齊數種隔離板 4的長度，且為適應情況而必須有複雜形狀構造之金屬模 具許多種，其變成為不可或缺者。 又，為了確保使隅角形壁部的兩内/外平行角形縱接縫 聯結件5、6可對應混凝土寬厚度（準備空間寬度L )而必 須有對應數量之金屬模具，而由於隅角形壁部和T字隔間 壁部的内平行角形縱接頭聯結件5、7之成形也須使用各別 的金屬模具，因此，變成必須有膨大的金屬模具製作成本， 其不經濟性不容否定，且有不能普及之問題。 又，在法規上，為了確保混凝土壁的強度，藉設計條件 在内部必須要配置所規定的以上的數量之縱橫補強鋼筋， 因此，其數量愈增加時補強鋼筋配設位置會和隔離板4的 連結位置常常發生干涉或交錯而變成不能連結隔離板 4， 在不得已時則必須在該位置錯開補強鋼筋，而和其他的補 強鋼筋之連續性會減弱，前者因該部份之預拌混凝土充填 壓而縱橫接縫A卜A 2會突出至外部而會致命地損壞外觀上 之美觀性，又，後者則損及其強度而也不能避免地會有内 部構造之缺陷。 此處說明本發明所要解決之主要目的。 亦即，本發明之第1目的為提供可削減構築搭組之構成 元件的成形金屬模具數量及可使構成元件互相共通之金屬 模具成形，可大幅謀求減低成形金屬模具成本之初期投資 及構築營運成本之搭組用構築壁。 9 312/發明說明書(補件)/92-12/92126801 200422497 本發明之第2目的為提供，可確保得到按照設計規格或 規定以上之強度之搭組用構築壁。 本發明之第3目的為提供，可調整構築壁内之部份的強 度之搭組用構築壁。 本發明之其他目的可由說明書、圖式、特別是由各申請 專利範圍之請求項所記載而可明白。 (解決問題之手段） 本發明為了解決該問題，開設所需要的寬度之充填用準 備空間，而以隔離板連結一對發泡塑膠製之兩前/後壁 板，再縱橫連結相對立的平行壁板，橫斷上下左右周面多 段嵌合疊積而搭組成之構築壁，其具有平壁部和隅角形壁 部及 T 字隔間壁部，在該平壁部所施用之縱接縫聯結件 為，橫斷跨越鄰接前述上下之互相的前述兩前/後壁板之 各段縱接縫聯結件内側，使其連續疊合形成的平面 T嵌 溝，在橫斷各個上下一半所嵌插之聯結件嵌板和形成為平 面T字之聯結件嵌片的内側而露出端延伸之聯結件露出板 上下部，突出貫設三組以上的各個繫止孔，在對向之前述 縱接縫聯結件的補強鋼筋迴避位置之該繫止孔上，可連結 自如地形成將其各個選擇插入前述各隔離板的直角形鉤 端，在前述隅角形壁部所施用之互相的兩内/外平行角形 縱接縫聯結件為，跨越鄰接組接成平面直角形的上下左右 之前述平行壁板互相的縱接縫，且自前後向外嵌狀地橫斷 前述隅角形壁部而互相夾持，橫斷平行相對向面對應領域 之橫方向，使三組單位以上之繫止孔群在各個等間隔或使 10 312/發明說明書(補件)/92-12/92126801 200422497 三組單位以上之繫止孔群連續的突出貫設，在和前述隔離 板的直角形鉤端對應對向的補強鋼筋迴避位置之該繫止孔 上各自連結自如地選擇插入。 進一步更詳細說明時，該問題之解決是藉採用本發明如 其次所列舉自上位概念至下位概念之新的構成手段來達到 前述目的。 亦即，本發明之第1特徵為，為了搭組構築壁，開設所 需要寬度的充填用準備空間，使一對發泡塑膠製之兩前/ 後壁板縱橫連結相對立的平行壁板而多段在上下左右兩面 嵌合疊積，其為由：打設基礎混凝土之基礎部；及，以隔離 板連接組構上下鄰接之前述平行壁板互相的縱接縫聯結件 之平壁部；及，以前述隔離板相互連結各自對應跨越隅角 形部份之上下左右鄰接的平行的壁板相互之各段縱接縫所 對應安裝的對向之内平行角形縱接縫聯結件和外平行角形 縱接縫聯結件所形成之隅角形壁部；及，以前述隔離板連 結各自對應跨越τ字交錯部份之上下左右鄰接的平行壁板 相互之各段縱接縫所對應安裝的内平行角形縱接縫聯結件 和外平行直板縱接縫聯結件所形成之T字隔間壁部；如此 所構成，前述充填用準備空間内為保有縱橫連續配筋之補 強鋼筋群和充填打設壁混凝土而搭組構築壁，前述縱接縫 聯結件為， 在橫斷連續疊合跨越鄰接前述兩前/後壁板之前述各 個上下互相的各段縱接縫内側所形成的各平面T嵌溝上各 別上下各一半嵌插的聯結件嵌板和橫斷平面形成T字的聯 11 312/發明說明書(補件)/92-12/92126801 200422497 結件嵌片之内側露出端所延伸的聯結件露出板上下部，突 出貫設三組以上的各個繫止孔，在對向前述縱接縫聯結件 的前述補強鋼筋迴避位置之該繫止孔上，各別連結自如地 選擇插入前述各隔離板的直角形鉤端；前述兩内/外平行 角形縱接縫聯結件互相為， 跨越鄰接組接成平面直角形的上下左右之前述平行壁 板互相的縱接縫，且自前後外嵌狀地橫斷前述隅角形壁部 而各自夾持，橫斷平行相對向面對應領域的橫方向，使三 組單位以上之繫止孔群在各個等間隔或使三組單位以上之 繫止孔群連續的突出貫設，在前述補強鋼筋迴避位置之該 繫止孔連結自如地各個選擇插入前述隔離板的前述直角形 鉤端，如此所形成。 本發明之第2特徵為，在前述之第1特徵中，前述T字 隔間壁部的前述内平行角形縱接縫聯結件和前述外平行直 板縱接縫聯結件為，跨越組接一個直面及二個平面直角形 之上下左右鄰接的前述平行壁板相互之各段縱接縫，且自 前後外嵌狀地各自橫斷外平壁部和内隅角形壁部，橫斷各 個夾持之一個前述外平行直板縱接縫聯結件和二個前述内 平行角形縱接縫聯結件的各個平行相對向面對應領域之橫 方向，使三組單位以上的繫止孔群以各個等間隔或使三組 單位以上之繫止孔群連續地突出貫設，將前述隔離板的前 述直角鉤端各別連結自如地選擇插入對應對向之前述補強 鋼筋迴避位置的該繫止孔上而形成搭組用構築壁。 本發明之第3特徵為，在前述第1或2特徵中，前述隔 12 312/發明說明書(補件)/92-12/92126801 200422497 離板為以鐵製具有可對應前述充填用準備空間寬度之長 度，而使兩端的前述直角形鉤端折曲形成同方向平行直角 如此而構成搭組用構築壁。 本發明之第4特徵為，在第1、2或3特徵中，前述隅 角形壁部和前述T字隔間壁部之前述内平行角形縱接縫聯 結件為，以同一金屬模具成形自如地所形成，如此而構成 搭組用構築壁。 本發明之第5特徵為，在前述第1、2、3或4特徵中， 前述兩前/後壁板為以同一金屬模具成形自如地所形成， 如此而構成搭組用構築壁。 本發明之第6特徵為，在前述第1、2、3、4或5特徵 中，前述兩前/後壁板之前述平面T故溝為，自内側面的 橫方向等間隔之一定上端和下端起契入壁板高度之大致 3 分之1而延伸如此而構成搭組用構築壁。 本發明之第7特徵為，在前述第1、2、3、4、5或6特 徵中，前述繫止孔群為貫設在突出塊或突出懸吊塊如此而 構成搭組用構築壁。 本發明之第8特徵為，在前述第1、2、3、4、5、6或7 特徵中，前述繫止孔為使内面形成推拔面如此而構成搭組 用構築壁。 【實施方式】 以下參照附圖說明本發明的實施形態之搭組用構築壁。 圖1為本實施形態之搭組用構築壁的概略搭組構造之說 明圖，圖2(a)、（b)、（c)、（d)、（e)為該兩前/後壁板 13 312/發明說明書(補件)/92-12/92126801 200422497 各個内側前視圖、平面圖、底面圖、左側視圖、右視面圖。 圖3 ( a )、（ b )、（ c )、（ d )、（ e )為各個縱接縫聯結件之 擴大前視圖、左側視圖、背面圖、平面圖、和補強鋼筋之 干涉說明圖，圖 4 ( a )、（ b )、（ c )、（ d )為在各個隅角形 壁部中之兩内/外平行角形縱接縫聯結件的相對立平面 圖、右視圖、IV-IV線視擴大圖，圖5(a)、（b)、（c)為 在各個T字隔間壁部中之内平行角形縱接縫聯結件和外平 行直板縱接縫聯結件之相對立平面圖、右視面圖，圖6為 隔離板之正面圖。又，在圖中和先前例相同之元件被附加 相同之符號，在對應部位則附加虛線。 在圖1中，yS為本實施形態例之搭組用構築壁，在圖2 中，兩前/後壁板2、2為各自連續橫斷和在長度方向中央 等間隔配設菱形凹陷2 a相符合之嵌合縱橫條凹陷花紋2 b 所配設之菱形凸起2 c之嵌合縱橫條凸起花紋2 d的上端面 和下端面全長，如此所形成，同時，和剖面凹條2 e符合之 剖面凸條2 f橫斷左端面和右端面各自延伸。 又，在相對立之内側面的橫方向等間隔之一定的上部和 下部隔著中間部，自上下兩端面起各自垂直契入壁板高度 的約3分之1之平面T嵌溝2g。 菱形凹陷2a及菱形凸起2c除了各別為方形凹陷及方形 凸起外和先前例相同。 如圖3 ( a )〜（e )所示，縱接縫聯結件3為，代替二 組繫止筒3f，而在突出塊3f’上於三組單位之内周推拔面 上貫設繫止孔3 f M，縱補強鋼筋Μ的配筋位置於臨近中央 14 312/發明說明書(補件)/92-12/92126801 200422497 之繫止孔3 fπ時，選擇錯開左右任一個繫止？ 補強鋼筋Μ位在跨過2個繫止孔3 fπ而掛上 開使不會掛在左右任一個繫止孔 3 fη上，而 板4 ’的直角鉤端4 a ’可插入繫止，以外則和矣 如圖 4 ( a )〜（d )所示，在隅角形壁部所施 平行角形縱接縫聯結件5、6為，代替在一定 設3個二組繫止筒5d、6d，以預測對向領域 連續在突出懸吊塊5 d ’ 、6 d ’ （參照圖1 )或 5d’、6d’群至少貫設三組單位以上的繫止孔 藉調整和縱接縫聯結件3同樣的三組單位之 同樣功能的壁厚度D，而形成即使相對立準備 伸縮時也可對應，以外則和先前例者相同。 如圖5 ( a )〜（c )所示，在T字隔間壁部所 直板縱接縫聯結件 8和二個内平行角形縱 為，代替在對向部位計有6個突出的二組繫 而在預測對向領域橫方向全長，於連續突出 8d’（參照圖1 )或等間隔突出塊7d’、8d’群 組單位的繫止孔7 dn、8 d"，同時，在直板縱 内側中央所突設之突出塊 8d’上至少貫設四 孔 8 dπ群，而在隅角形壁部中，具有和兩内 縱接縫聯結件5、6的三組單位之繫止孔5 d 一功能，以外則和先前例相同。 又，在隅角形壁部和T字隔間壁部各自所 角形縱接縫聯結件5和内平行角形縱接縫聯 312/發明說明書(補件)/92-12奶126801 L 3fn ，又，縱 時，則選擇錯 使後述之隔離 前例者相同。 用之兩内/外 的對向部位突 橫方向全長， 等間隔突出塊 5dn 、 6dn ，而 繫止孔3 f π有 空間的寬度L 施用之外平行 接縫聯結件 7 止筒7d 、 8d ， 懸吊塊 7d’ 、 上至少貫設三 接縫聯結件8 組單位的繫止 /外平行角形 ”、6 d π具有同 施用之内平行 結件7為形成 15 200422497 同一形狀，並可以同一金屬模具成形。 如圖6所示，隔離板4 ’準備有可切斷成複數種長度之丸 棒鋼筋，而使用未圖示之折曲機械，使兩端在同一方向折 曲為所需要之長直角形平行而形成直角形鉤端 4a’，而可 簡單且廉價加工製作。 本實施形態例之規格，由於呈現出如前述之具體的實施 態樣，因此，如圖1所示，空出有所需要寬度L的充填用 準備空間，而使一對發泡塑膠製兩前/後壁2、2相對立平 行壁板1縱橫連續多段在上下左右周面嵌合疊積以搭組構 築壁/3 。 在完成搭組時，於打設造基礎混凝土之基礎部B上要搭 組平壁部時，在跨越上下鄰接的兩前/後壁板2、2互相之 各段縱聯結件A1内側連續對準形成的平面T嵌溝2 g上， 各自上下各一半嵌插的縱接縫聯結件3之三組單位内，在 縱橫補強鋼筋 Μ、N迴避位置之繫止孔3 f n、3 f π上各自選 擇插入連結隔離板4 ’的兩端之直角形鉤端4 a ’、4 a ’而予以 搭組。 在基礎部B上要搭組隅角形壁部時，使兩内/外平行角 形縱接縫聯結件5、6跨越鄰接組接成平面直角形的上下左 右之平行壁板1互相的縱接縫A1，且自前後外嵌狀地橫斷 隅角形壁部而各自夾持之平行相對向面對應領域的三組單 位之内，在縱橫補強鋼筋Μ、N迴避位置之繫止孔5 dn、6 d" 上各自插入連結隔離板4’的兩端之直角形鉤端，而予以搭 組〇 16 312/發明說明書(補件)/92-12/92126801 200422497 在基礎部B上要搭組T字隔間壁部時，使二個内平行 形縱接縫聯結件7、7和外平行直板縱接縫聯結件8，跨 鄰接組接成一個直面和二個平面直角形之上下左右（也 僅為上下之狀況）之互相的兩平行壁板1、1之各段縱接 A1，且自前後以外嵌狀地各自橫斷外平板部和内隅角形 部，而在各個夾持之一個外平行直板縱接縫聯結件8和 個内平行角形縱接縫聯結件7、7之各個平行對向面對應 域的三組單位之内，在補強鋼筋 Μ、N迴避位置的繫止 7 d π和 7 dπ，7 d "和8 d "各自插入連結隔離板4 ’之兩端的 角形鉤端4 a ’、4 a ’，而予以搭組。 又，為了提高縱橫補強鋼筋 Μ、N之連續性，事先在 填用準備空間内配筋的搭組壁在每搭成一定高度時，使 凝土充填打設入充填準備空間内而等待其凝固而即可 成。被埋入之隔離板4 ’群構成有前後補強鋼筋，而可形 比先前的混凝土壁所沒有的因為前後鋼筋所由來的強 性。 兩前後壁板 2、2可以一個金屬模具成形，内平行角 縱接縫聯結件5、7也以一個金屬模具成形，外平行角形 接縫聯結件6也以一個金屬模具成形，外平行直板縱接 聯結件8也以一個金屬模具成形，縱接縫聯結件3也以 個金屬模具成形，藉共計5個金屬模具即可對應任何之 厚度D而可謀求減低成本。 如圖3 ( e )所示，在充填用準備空間寬度L内部，縱 配筋之縱橫補強鋼筋Μ、N的配筋位置，至少在三組單位 312/發明說明書(補件)/92-12/92126801 角 越 有 縫 壁 領 孔 直 充 混 完 成 固 形 縱 縫 壁 橫 之 17 200422497 繫止孔 3 fπ、5 d π〜8 d π的中央配筋而變成會妨礙隔離板 4 ’ 連結時，則可選擇左右任一個繫止孔3 f π、5 d π〜8 d π ;或如 跨越二組繫止孔3 f "、5 d "〜8 d π而配筋時，則可選擇不會配 筋之繫止孔3 fn、5 d "〜8 d π。 由於使繫止孔3 f "、5 d η〜8 d π之内周面形成在推拔面上， 因此，為了確實保持插入之隔離板4 ’的直角形鉤端4 a ’而 即使振動或預拌混凝土的充填衝擊時也不會脫落，和橫補 強鋼筋N的關係，當自上側難以插入連結直角形鉤端4 a ’ 時，由於可自下側插入連結直角形鉤端 4a’ ，因此，不必 錯開橫補強鋼筋N的配筋位置即可確保縱橫補強鋼筋Μ、N 之縱橫方向的連續性，而不會有壁強度部份劣化之情形。 此種情形在樓層越高時縱橫補強鋼筋 Μ、Ν之數量也越 須增加，唯獨如此才可解消縱橫補強鋼筋Μ、Ν之配筋位置 常會妨礙到隔離板4’的連結之點。 進一步，其可增加構築壁沒的弱點部之隅角形壁部或 Τ 字隔間壁部的隔離板4 ’之數量以提高其補強效果，如要搭 高樓層時，在平壁部中雖然先前之工法或構築壁對二層樓 以上很嚴峻，但在本發明中由於只要使隔離板4 ’插入繫止 於2組以上之二個以上的繫止孔3 f π、5 d π〜8 d π即可得到高 的壁強度，因此其可變成可能。 隔離板 4’也可配合準備空間寬度 L而切斷長的鋼筋圓 棒，而只要以折曲機藉使兩端在同方向折曲直角而形成直 角形鉤端 4 a ’，因此，其可廉價地大量生產，配合其他的 元件，在現場組裝容易而不須要熟練度，在短期内且廉價 18 312/發明說明書(補件)/92-12/92126801 200422497 地即可搭組高安全性的堅固之構築壁，而可加速其普及化。 以上雖已說明本發明之實施形態，但本發明並不只限定 於該實施形態之方法，只要可達到本發明之目的，且具有 後述之效果的範圍内其可實施適當之變更。 (發明效果） 因此，本發明為儘可能地抑制金屬模具等的初期投資及 運行成本，可對應設計之樓層及壁厚，對弱點部增強並增 減隔壁板之施用數量而確保安全率，藉由短期施工及施用 輕量的組裝元件，在夏冬的苛刻季節或過酷的環境下也可 施工，只要對内外裝悉心設計，即可對應多用途且可大量 生產，其可完成搭組具有斷熱性、遮音性且抗結露的經濟 性之構築壁。 【圖式簡單說明】 圖1為表示本發明之實施形態的搭組構築壁之概略搭組 用構築說明圖。 圖2 ( a )〜（e )為其各個兩前/後壁板之内側前視圖、 平面圖、底面圖、左側視圖及右側視圖。 圖 3 ( a )〜（e )為各個縱接縫聯結件之擴大前視圖、 左側視圖、背面圖、平面圖及和補強鋼筋之干涉說明圖。 圖 4 ( a )〜（d )為在各個隅角形壁部所施用之兩内/ 外平行角形縱橫接縫聯結件的相對立平面圖及其右側視 圖，I V - I V線視擴大圖。 圖5 ( a )〜（c )為在各個T字隔間壁所施用之内平行 角形縱接縫聯結件和外平行直板縱接縫聯結件的相對立平 19 312/發明說明書(補件)/92-12/92126801 200422497 面圖及其右側視圖。 圖6為隔離板之刚視圖。 圖7為先前之搭組用構築壁的概略搭組之構築說明圖。 圖 8 ( a )、（ b )為各個先前之縱接縫聯結件的擴大斜視 圖及其左側視圖。 圖 9 ( a )〜（c )為各個先前之隔離板的擴大前視圖、 平面圖及底面圖。 圖 1 0 為在先前之隅角形壁部所施用的兩内/外平行角 形縱接縫聯結件之相對立平面圖。 圖1 1為在先前之T字隔間壁所施用之内平行角形縱接 縫聯結件和外平行直板縱接縫聯結件之相對立平面圖。 (元件符號說明） a 、β 搭 組 用 構 築 壁 1 平 行 壁 板 2 兩 前 / 後 壁 板 2a 菱 形 凹 陷 2b 嵌 合 縱 橫 條 凹 陷 ί匕 紋 2c 菱 形 凸 起 2d 嵌 合 縱 橫 條 凸 起 化 紋 2 e 剖 面 凹 條 2f 剖 面 凸 條 2g 平 面 T 嵌 溝 3 縱 接 縫 聯 結 件 3a 聯 結 件 嵌 板 312/發明說明書(補件)/92-12/92126801 20 200422497 3b 聯 結‘ 件 露 3c 、3d 聯 結' 件· 3e 隔 間 敗‘ 悍 3f 、5d〜8d 繫 止 筒 3f， 、5d，〜 8d’ 突 出 塊 3f' •、5 d n 〜 8dM 繫 止 孔 3g V 溝 4、 4， 隔 離 板 4 a 鋼 筋 承 4a’ 直 角 形 4b 平 行 二 4 c 裂 溝 4d 先 端 鉤 4 e 繫 止 段 5、 7 内 平 行 5a 、5b、6 a、 6b、 、Ί a、 5c 、6 c、7 c、 8 c 6 外 平 行 8 外 平 行 8a 、8b 平 縱 接 B 基 礎 部 D 壁 厚 度 H 壁 板 厚 L 準 備 空 出板 片 或突出懸吊塊 312/發明說明書(補件)/92-12/92126801 座 鉤端 股屈曲兩端部 端 部 角形縱接縫聯結件 7b 直角形聯結板 連結桿 角形縱接縫聯結件 直板縱接縫聯結件 縫聯結板 度間隔 間寬度200422497 发明 Description of the invention: [Technical field to which the invention belongs] The present invention relates to animal houses such as building walls, kennels, livestock sheds, breeding huts, etc. of houses, offices, low floors, various small houses, storage houses, warehouses, etc. The improvement of the wall of the wall, the plastic film greenhouse, the greenhouse, etc., the outer wall of the enclosure wall, the vertical wall, etc. [Prior art] Japanese Patent Japanese Patent Application No. 1 1-2 8 7 1 3 1 (the Japanese Patent Laid-Open No. 2 0 1-1 0 7 4 9 7) developed by the applicant of the present invention is shown in Fig. 7 It is shown that there is a building wall α for building. The construction wall α for grouping is to vacate the required preparation space width L, so that a pair of foamed plastic two front / rear wall panels 2 and 2 are connected to the parallel wall panels 1 opposite to each other vertically and horizontally. The formed structural wall is composed of: the foundation portion B of the foundation concrete; and the partition plate 4 is connected to the inside of each longitudinal seam A 1 of the parallel wall plate 1 which is adjacent to each other across the upper and lower walls. The longitudinal seam joints 3 and 3 installed opposite to each other, thus forming a flat wall portion; and, connected by the partition wall 4, the right-angled outwardly-embedded parallel wall plates spanning the upper and lower sides of the adjacent corner-shaped portions are adjacent to each other Each of the longitudinal seams A of 1 corresponds to the corner wall formed by the parallel angular longitudinal seam joints 5 and 6 facing each other inwardly and outwardly corresponding to each other; and the respective corresponding exteriors are connected by a partition plate 4 The inner rectangular parallelepiped longitudinal joints 7 and the outer rectangular cross-connected adjacent straight sections are installed in the rectangular cross-sections adjacent to the T-shaped staggered sections and adjacent to each other. The upper and lower longitudinal joints A 1 of the wall plate 1 are parallel to each other. Vertical seam connection piece 8 and shape 6 312 / Invention specification (supplement) / 92-12 / 92126801 200422497 The τ-shaped partition wall portion is formed in this way; and the continuous preparation space for filling is maintained in order to maintain a continuous vertical and horizontal arrangement. Reinforced reinforcing bars (not shown) and concrete for filling walls. The two front / rear two wall panels 2 and 2 are made of foamed polystyrene, foamed polyurethane, foamed polyethylene, foamed polyolefin, etc., which have thermal insulation, sound insulation and airtightness. Foam plastic, the mating convex pattern and its corresponding mating recessed pattern are formed continuously across the entire length of the upper and lower end surfaces, and at the same time, the cross section corresponding to the cross section is approximately T concave strip Extending across the entire length of the left and right end surfaces, the upper and lower portions are spaced at equal intervals in the transverse direction of the opposite inner side with a middle portion, and they are vertically inserted from the upper / lower end surfaces to the plane T groove 2g . As shown in FIG. 8, the longitudinal seam joint 3 is made of plastic such as polyethylene and polypropylene, and the joint inserts 3 c and 3 d are integrally connected to the parallel opposite joint joint panels 3 a and the joint. The upper part and the lower part of the exposed plate 3 b are connected in the middle by a body insert 3 e. At the same time, two sets of tie-down cylinders 3 f and 3 f are protruded from the upper and lower portions of the exposed piece 3 b of the connecting member. In addition, the middle part of the outer side of the joint panel 3a and the joint exposed plate 3b is separated by a V groove 3g, and the joint panels 3c and 3d are inserted into the joint panel 3a and two fronts. / The planar T-shaped bodies of the flat T inset grooves 2 g of the rear wall panels 2 and 2 can be inserted and integrated to form two upper / lower halves of the longitudinal seam joint 3. As shown in FIG. 9, the wall panel 4 is made of plastic such as polypropylene or reinforced plastic, and the steel bearing bases 4 a are provided at equal intervals on the upper side. At the same time, the two parallel bending end portions 4 b and 4 b are facing downward. Right-angle buckling, on the other hand crack 7 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 Set the leading hook ends 4 d and 4 d of the split groove 4 c as the holes of the stopper 3 f The end portions 4 e and 4 e formed by the slightly larger inner periphery. As shown in FIG. 10, the outer parallel-corner longitudinal joint joint 6 and the inner parallel-corner longitudinal joint joint 5 of the corner-shaped wall portion are such that the two right-angle joint plates 5a and 5b, 6a, and 6b The siding or back wall 2 is to be opposed to each other with the thickness of the siding spaced apart. Each connecting rod 5 c and 6 c is integrally connected and formed, and is protruded at the opposite part of the two joints 5 and 6. There are two sets of tie-down tubes 5 d and 6 d, and the parallel two-stranded buckling ends 4 b and 4 b of the partition plate 4 are inserted into the tie-down tubes 5 d and 6 d and connected to form a group member. As shown in FIG. 11, the aforementioned outer parallel straight plate longitudinal seam joints 8 of the T-shaped partition wall portion are two flat longitudinal seam joint plates 8 a and 8 b with the front wall panel or the rear wall panel 2 inserted and separated. The thickness of the open siding is opposed to each other, and then integrally formed by the connecting rod 8 c. On the other hand, two inner parallel angular longitudinal seam joints 7 and 7 are used to make two right angles across the thickness of the siding. The connecting plates 7 a and 7 b are upright, and the connecting rods 7 c are formed integrally. At the same time, two sets of stoppers 7 d and 8 d are protruded at the opposite parts of the two joints 7 and 8, and then isolated. The parallel two-buckled end portions 4 b and 4 b of the plate 4 are inserted into the tie bars 7 d and 8 d and connected to form a group member. [Summary of the Invention] (Problems to be Solved by the Invention) As explained above, although the previous building wall α has a high strength in stacking up, down, left, right, front, back, and front, its component weight is light, and it is easy to build up without requiring proficiency, and Can greatly shorten the construction period, but although the previous method can be said to be cheap, but in terms of building design specifications and concrete pressure-resistant wall structure, in order to 8 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 For the requirements above the high floors of the building, the concrete filling preparation width (preparation space width L) must be adjusted. Therefore, the lengths of several kinds of insulation plates 4 must be prepared, and in order to adapt to the situation, there must be metal with a complex shape and structure. There are many kinds of molds, which become indispensable. In addition, in order to ensure that the two inner / outer parallel angular longitudinal joints 5, 6 of the corner wall portion can correspond to the wide thickness of the concrete (preparation space width L), a corresponding number of metal molds must be provided. The forming of the inner parallel-corner longitudinal joint connecting members 5 and 7 of the T-shaped partition wall portion also requires the use of separate metal molds. Therefore, it becomes necessary to have an inflated metal mold manufacturing cost, which is uneconomical and cannot be denied. The problem of not being universal. In addition, in order to ensure the strength of the concrete wall, according to the design conditions, it is necessary to arrange a predetermined number of longitudinal and horizontal reinforcement bars in the interior. Therefore, as the number increases, the position of the reinforcement steel bar will be the same as that of the partition plate 4. The connection position often interferes or staggers and becomes unable to connect the isolation plate 4. When there is a last resort, the reinforcing steel bar must be staggered at this position, and the continuity with other reinforcing steel bars will be weakened. The former is filled with the ready-mixed concrete in this part. The vertical and horizontal seams A 2 and A 2 will protrude to the outside and will fatally damage the aesthetics of the appearance, and the latter will damage its strength and will inevitably have defects in the internal structure. The main purpose to be solved by the present invention is explained here. That is, the first object of the present invention is to provide a number of forming dies capable of reducing the number of forming elements for constructing a set of components, and forming dies having the same components in common, which can greatly reduce the initial investment and construction operations of forming dies. Costs are used to build walls. 9 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 The second object of the present invention is to provide a structural wall that can be used in combination to ensure the strength in accordance with the design specifications or the specified strength. A third object of the present invention is to provide a building wall for grouping which can adjust the strength of a part inside the building wall. Other objects of the present invention can be understood from the description, drawings, and particularly from the claims of each patent application. (Means for Solving the Problem) In order to solve the problem, the present invention provides a necessary preparation space for filling, and a pair of front / rear wall panels made of foamed plastic are connected by a partition plate, and then the horizontal and vertical connections are oppositely parallel Wallboard, a construction wall composed of multiple sections overlapping and overlapping the upper and lower left and right peripheral surfaces, which has a flat wall portion, a corner wall portion and a T-shaped partition wall portion, and a longitudinal seam applied to the flat wall portion The connecting piece is a plane T-shaped groove which crosses the inside of the longitudinal seam connecting piece which spans the two front / rear wall plates adjacent to each other, and is continuously overlapped. The inner side of the inserted connector panel and the connecting member panel formed as a flat T-shaped connector are exposed at the upper and lower sides of the plate, and three or more sets of fastening holes are protruded through the upper and lower sides. The stop hole of the reinforcing steel bar avoidance position of the seam joint can be freely formed to form a right-angled hook end for inserting each of them into the aforementioned isolation plates, and two inner / outer sides applied to the corner wall Parallel-corner longitudinal seams The knot is a longitudinal seam of the parallel wall plates that spans the upper, lower, left, and right sides of the adjacent rectangular groups that are connected to form a rectangular plane, and intersects the corner wall portions from the front to the rear to clamp each other in parallel. In the horizontal direction of the corresponding field, make the three groups of stop holes group at equal intervals or make 10 312 / Invention Manual (Supplement) / 92-12 / 92126801 200422497 three groups of stop holes group continuous The protruding holes are fixedly connected to the respective stop holes of the reinforcing steel bar avoiding position corresponding to the right-angled hook ends of the aforementioned partition plate, and they are freely selected and inserted. In further detailed description, the solution to this problem is to achieve the aforementioned purpose by adopting the new constitutional means from the superordinate concept to the subordinate concept of the present invention as enumerated below. That is, in the first feature of the present invention, in order to build a wall to form a group, a filling preparation space of a required width is opened, and a pair of front and rear wall panels made of foamed plastic are connected vertically and horizontally to face parallel wall panels. Multiple sections are fitted and stacked on the top, bottom, left, and right sides, for the following reasons: the foundation portion of the base concrete is laid; and the flat wall portion of the longitudinal seam joints of the aforementioned parallel wall plates adjoining each other with a partition plate connecting structure up and down; and The above-mentioned isolation plates are connected to each other and correspond to the inward parallel angular longitudinal seam joints and the external parallel angular longitudinal joints that are installed correspondingly to the longitudinal wall joints that are adjacent to each other across the corner-shaped portion and which are adjacent to each other. The corner wall formed by the joints of the seam; and the inner parallel corner longitudinally installed corresponding to each of the longitudinal joints of the parallel wall plates which are adjacent to each other across the τ-shaped staggered portions correspondingly to each other by the aforementioned partition plates. The T-shaped partition wall formed by the joints of the joint and the outer joints of the vertical parallel plate and the longitudinal joints of the joint; thus constituted, the above-mentioned filling preparation space is a group of reinforcing steel bars and fillers that are continuously reinforced vertically and horizontally. Wall concrete is set up to form a wall. The longitudinal joints are planes formed on the inner side of the longitudinal joints adjacent to the two front / rear wall panels and overlapping each other. T-shaped grooves are respectively inserted in the upper and lower half of the coupling piece panel and the cross-section plane forms a T-shaped coupling 11 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 The inner exposed end of the binding piece extends The coupling members of the upper and lower plates are exposed, and three or more sets of fastening holes are protruded through. The fastening holes facing the aforementioned reinforcing steel bar avoidance position of the longitudinal joint members are freely connected and selected to be inserted into the fastening holes. Right-angled hook ends of each insulation plate; the two inner / outer parallel-angled longitudinal seam joints are mutually mutually, spanning the vertical seams of the parallel wall plates that are adjacent to each other to form a plane right-angled shape It crosses the horn-shaped wall portion in a recessed manner and clamps each of them. It crosses the transverse direction of the corresponding area parallel to the opposite surface, so that the three groups of units or more are at equal intervals or the three groups of units are stopped. Hole group continuous The protruding holes are formed in such a way that the stop holes in the aforementioned reinforcing steel avoidance position are freely connected to each of the right-angled hook ends which are selectively inserted into the aforementioned partition plate, and are thus formed. According to a second feature of the present invention, in the above-mentioned first feature, the inner parallel-corner longitudinal seam coupling member and the outer parallel straight plate longitudinal seam coupling member of the T-shaped partition wall portion are connected in a straight plane across the group. And two longitudinal joints of the above-mentioned parallel wall plates adjacent to each other on two plane right-angled sides, and transversely traverse the outer flat wall portion and the inner corner wall portion from the front to the back, respectively, and cross each clamping The transverse direction of the corresponding field of each of the aforementioned parallel parallel longitudinal joint joints and the two parallel parallel longitudinal joint joints, so that the three or more sets of anchor holes are spaced at equal intervals or The three groups of units above the stop hole group are continuously and prominently arranged, and the right-angled hook ends of the isolation plate are freely connected to each other and selectively inserted into the stop holes corresponding to the opposing reinforcing steel bar avoidance positions to form a group. Build a wall with. A third feature of the present invention is that, in the first or second feature, the partition 12 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 is made of iron and has a width corresponding to the preparation space for the filling. The length is such that the right-angled hook ends at both ends are bent to form parallel right angles in the same direction so as to constitute a building wall for assembly. According to a fourth feature of the present invention, in the first, second, or third feature, the inner parallelogonal longitudinal seam joint of the corner-shaped wall portion and the T-shaped partition wall portion is formed freely with the same metal mold. The formed wall is thus constructed. According to a fifth feature of the present invention, in the first, second, third, or fourth features, the two front / rear wall panels are formed freely from the same metal mold, and thus a building wall for assembly is formed. A sixth feature of the present invention is that, in the first, second, third, fourth, or fifth feature, the plane T and the groove of the two front / rear wall panels are a certain upper end and a regular interval in the lateral direction from the inner side. The lower end extends from about one-third of the height of the siding and extends to form a building wall for assembly. According to a seventh feature of the present invention, in the first, second, third, fourth, fifth, or sixth feature, the anchoring hole group is formed so as to be arranged on a protruding block or a protruding suspension block so as to constitute a building wall for assembly. According to an eighth feature of the present invention, in the aforementioned first, second, third, fourth, fifth, sixth, or seventh feature, the anchoring hole is configured to form a push-out surface on the inner surface so as to form a building wall for assembly. [Embodiment] Hereinafter, a construction wall for assembly according to an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an explanatory diagram of the general assembly structure of the assembly wall for the embodiment, and FIGS. 2 (a), (b), (c), (d), and (e) are the two front / rear wall panels. 13 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 Each inside front view, plan view, bottom view, left side view, right side view. Figures 3 (a), (b), (c), (d), (e) are enlarged front views, left side views, rear views, plan views, and interference explanatory diagrams of reinforcing steel bars for each longitudinal joint connection. 4 (a), (b), (c), and (d) are the relative plan views, right side views, and IV-IV line views of the two inner / outer parallel angled longitudinal seam joints in each corner wall portion. Figures 5 (a), (b), and (c) are the relative plan views of the inner parallelepiped longitudinal seam joint and the outer parallel straight plate longitudinal seam joint in each T-shaped partition wall portion, right side view FIG. 6 is a front view of the isolation plate. In the figure, the same elements as those in the previous example are assigned the same reference numerals, and the corresponding portions are indicated by dotted lines. In FIG. 1, yS is an assembly wall for the embodiment of the present embodiment. In FIG. 2, the two front / rear wall plates 2 and 2 are respectively continuous and are provided with diamond-shaped depressions 2 a at equal intervals in the center of the length direction. The full length of the upper and lower end faces of the matching vertical and horizontal stripe recessed pattern 2 b with the rhombic protrusions 2 c provided therewith, and the full length of the upper and lower end faces of the fitted vertical and horizontal stripe recesses 2 e The ridges 2f of the corresponding section extend across the left and right end surfaces, respectively. In addition, the upper and lower portions at constant intervals in the lateral direction of the opposite inner side surface are spaced at an interval of 2 g from the upper and lower end surfaces, each of which is perpendicular to the plane T, which is approximately one-third of the height of the wall panel. The diamond-shaped depression 2a and the diamond-shaped projection 2c are the same as those of the previous example, except that they are square-shaped depressions and square-shaped projections, respectively. As shown in FIGS. 3 (a) to (e), the longitudinal seam joint 3 replaces the two groups of the stoppers 3f, and is provided on the protruding block 3f 'on the inner peripheral pushing surface of the three groups of units. Stop hole 3 f M, the reinforcing position of the longitudinal reinforcement bar M is located near the center 14 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 When the stop hole 3 fπ is selected, should you choose to stagger either left or right? The reinforcing steel bar M is placed across the two tie holes 3 fπ and is hung open so as not to hang on the left and right tie holes 3 fη, and the right-angled hook end 4 a 'of the plate 4' can be inserted into the tie, other than Then, as shown in Fig. 4 (a) ~ (d), the parallel-angled longitudinal joints 5, 6 applied to the corner-shaped wall are instead of three sets of two sets of tie-bars 5d, 6d. According to the predicted facing area, at least three groups of anchoring holes are adjusted and the longitudinal joints are continuously installed in the protruding suspension blocks 5 d ', 6 d' (refer to Fig. 1) or 5d ', 6d' groups. The wall thickness D of the same function of the same three groups of units can be formed even when they are opposite to each other to prepare for expansion and contraction, except that the same is the same as the previous example. As shown in Figs. 5 (a) to (c), the straight plate longitudinal seam joint 8 and the two inner parallel angles in the T-shaped partition wall portion are as follows, instead of the two groups with 6 protrusions at the opposite parts. In the predictive facing area, the full length in the horizontal direction is continuously protruding 8d '(refer to Figure 1) or the equally spaced protruding blocks 7d', 8d 'group units of the tie holes 7 dn, 8 d " At least four holes 8 dπ groups are continuously arranged on the protruding block 8d ′ protruded from the inner center, and in the corner wall portion, there are three sets of unit fixing holes 5 d connected to the two inner longitudinal joints 5, 6 A function, other than the same as the previous example. In addition, the angular longitudinal seam joint 5 and the inner parallel angular longitudinal seam joint 312 / Invention specification (Supplement) / 92-12 milk 126801 L 3fn are respectively formed in the corner wall portion and the T-shaped partition wall portion, and, Throughout the time, the wrong choice is made to make the same isolation as described later. Use the two inner / outer facing parts to project the full length in the transverse direction, with equally spaced protruding blocks 5dn, 6dn, and the tie holes 3 f π have a space width L. Outside the parallel joint joints 7 Stopper cylinders 7d, 8d, Suspension block 7d ', at least three sets of three joints of joints are connected on the anchoring / outer parallel angle ", 6 d π has the same inner parallel joint as the application 7 to form 15 200422497 the same shape and can be the same metal Mold forming. As shown in FIG. 6, the separator 4 ′ is prepared with pill rod steel bars that can be cut into multiple lengths, and a bending machine (not shown) is used to bend both ends in the same direction to the required length. The right-angled shapes are parallel to form the right-angled hook ends 4a ', which can be manufactured simply and cheaply. The specifications of this embodiment show a specific embodiment as described above. Therefore, as shown in FIG. The required preparation space for filling with the width L is such that a pair of foamed plastic two front / rear walls 2 and 2 are opposed to each other and a parallel wall panel 1 is vertically and horizontally inserted and stacked on the upper and lower and left and right peripheral surfaces to form a wall. 3. When setting up a team, build a foundation When a flat wall portion is to be formed on the base portion B of the concrete, it is formed on a flat T-shaped groove 2 g formed by continuously aligning the inner sides of the longitudinal coupling members A1 across the two adjacent front / rear wall plates 2 and 2, In the three sets of units of the longitudinal seam joints 3 inserted in the upper and lower half of each, the two ends of the connecting isolation plate 4 'are selected to be inserted at the stop holes 3 fn and 3 f π of the vertical and horizontal reinforcing reinforcement M and N avoiding positions, respectively. The right-angled hook ends 4 a ′, 4 a ′ are assembled. When the corner wall portion is to be assembled on the base portion B, the two inner / outer parallel angular longitudinal joints 5 and 6 are connected across the adjacent group. The vertical joints A1 of the upper, lower, left, and right parallel wall plates 1 that form a rectangular plane are transverse to the corner wall portion from the front to the outside and are embedded in the three groups of units corresponding to the parallel facing surfaces. Insert the right-angled hook ends that connect the two ends of the isolation plate 4 'to the tie holes 5 dn, 6 d " at the avoiding positions of the reinforcing bars M and N in the vertical and horizontal reinforcing bars to form a group 〇 16 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 When you want to build a T-shaped partition wall on the base B, make the two inner parallel Longitudinal seam joints 7 and 7 and outer parallel straight plate longitudinal seam joints 8 are connected to form a straight plane and two plane right-angled upper, lower, left, and right (only up and down conditions) mutually parallel walls. Each section of 1, 1 is longitudinally connected to A1, and the outer flat plate portion and the inner corner portion are respectively transversely embedded from the front to the rear, and an outer parallel straight plate longitudinal seam joint 8 and an inner parallel angle are clamped in each clamped portion. 7 d π and 7 dπ, 7 d " and 8 d " The angled hook ends 4 a ′, 4 a ′ connecting the two ends of the isolation plate 4 ′ are respectively inserted to form a group. In addition, in order to improve the continuity of the vertical and horizontal reinforcing steel bars M and N, each time the stacking wall reinforced in the filling preparation space is set to a certain height, the condensate is filled into the filling preparation space and waits for it to solidify. And you can do it. The group of buried insulation panels 4 'is formed with front and rear reinforcing steel bars, which is substantially stronger than the previous concrete wall because of the front and rear steel bars. The two front and rear wall plates 2 and 2 can be formed by a metal mold, and the inner parallel angle longitudinal seam joints 5, 7 are also formed by a metal mold, and the outer parallel angle seam joint 6 is also formed by a metal mold. The joint member 8 is also formed by one metal mold, and the longitudinal seam joint member 3 is also formed by one metal mold. A total of five metal molds can be used to correspond to any thickness D and cost reduction can be achieved. As shown in Fig. 3 (e), within the width L of the filling preparation space, the positions of the vertical and horizontal reinforcing bars M and N are at least three groups of units 312 / Invention Specification (Supplement) / 92-12 / 92126801 The more the corner wall has the collar wall and the hole is directly mixed to complete the solid longitudinal seam wall. 17 200422497 The central reinforcement of the stop holes 3 fπ, 5 d π ~ 8 d π will prevent the insulation panel 4 'from being connected. You can choose either one of the left and right tie holes 3 f π, 5 d π ~ 8 d π; or if the two sets of tie holes 3 f ", 5 d " ~ 8 d π are reinforced, you can choose not to Reinforcing tie holes 3 fn, 5 d " ~ 8 d π. Since the inner peripheral surface of the fastening holes 3 f " and 5 d η to 8 d π is formed on the push-out surface, the rectangular hook end 4 a 'of the insulation plate 4 ′ that is inserted is surely maintained and vibrated. Or the ready-mixed concrete will not fall off during the filling impact. In relation to the transverse reinforcing steel bar N, when it is difficult to insert the connecting right-angled hook end 4 a ′ from the upper side, since the connecting right-angled hook end 4 a ′ may be inserted from the lower side, Therefore, it is not necessary to stagger the reinforcement position of the horizontal reinforcing bars N to ensure the continuity of the vertical and horizontal reinforcing bars M and N in the vertical and horizontal directions without any deterioration of the wall strength. In this case, the number of longitudinally reinforcing bars M and N must increase when the floor is higher. Only in this way can the position of the reinforcing bars of longitudinal and horizontal reinforcing bars M and N often hinder the connection of the partition plate 4 '. Further, it can increase the number of corner walls or '4' partition walls forming weak points in the wall to enhance its reinforcement effect. For higher floors, although the The construction method or the construction wall is severe for two or more floors, but in the present invention, as long as the partition plate 4 'is inserted into two or more tie holes 3 f π, 5 d π ~ 8 d π gives high wall strength, so it becomes possible. The partition plate 4 'can also cut a long steel round rod in accordance with the preparation space width L. As long as the bending machine bends both ends in the same direction at right angles to form a right-angled hook end 4a', it can It is mass-produced inexpensively, with other components, easy to assemble on site without the need for proficiency, and in a short time and cheaply 18 312 / Invention Specification (Supplement) / 92-12 / 92126801 200422497 The strong construction of the wall accelerates its popularity. Although the embodiment of the present invention has been described above, the present invention is not limited to the method of the embodiment, as long as it can achieve the object of the present invention and have the effects described later, it can be appropriately modified. (Effects of the Invention) Therefore, in order to suppress the initial investment and operating costs of metal molds and the like as much as possible, the present invention can strengthen the weak points and increase or decrease the number of application of the partition wall in accordance with the designed floor and wall thickness to ensure the safety rate. By short-term construction and application of lightweight assembly components, it can also be used in harsh summer and winter seasons or extreme environments. As long as the design of the interior and exterior is carefully designed, it can be used for multiple purposes and can be mass-produced. Thermal, sound-shielding and dew-resistant economical building wall. [Brief Description of the Drawings] FIG. 1 is an explanatory drawing showing a schematic construction structure of a construction wall of an embodiment of the present invention. Figures 2 (a) ~ (e) are the inside front view, plan view, bottom view, left side view, and right side view of each of the two front / rear wall panels. Figures 3 (a) ~ (e) are enlarged front views, left side views, rear views, plan views, and explanatory diagrams of the reinforcement of each longitudinal joint. Figures 4 (a) ~ (d) are the relative elevation views and right side views of the two inner / outer parallel-corner horizontal and vertical joint joints applied to each corner wall portion, and enlarged views of lines I V-I V. Figures 5 (a) ~ (c) are the relative flat 19 312 / Invention Specification (Supplement) of the inner parallel angular longitudinal seam joints and the outer parallel straight longitudinal seam joints applied to each T-shaped partition wall / 92-12 / 92126801 200422497 Face view and its right side view. Fig. 6 is a rigid view of the isolation plate. FIG. 7 is an explanatory diagram of a schematic construction of a conventional construction wall for a construction. Figures 8 (a) and (b) are enlarged oblique views of each of the previous longitudinal joints and their left side views. Figures 9 (a) ~ (c) are enlarged front views, plan views, and bottom views of each of the previous isolation plates. Fig. 10 is a relative plan view of the two inner / outer parallel angular longitudinal seam joints applied in the previous corner wall portion. Figure 11 is an opposite plan view of the inner parallel-angle longitudinal seam joint and the outer parallel straight plate longitudinal seam joint applied to the previous T-shaped partition wall. (Explanation of component symbols) a, β Building wall 1 Parallel wall plate 2 Two front / rear wall plates 2a Diamond-shaped depression 2b Chiseled vertical and horizontal stripe recessed dagger pattern 2c Diamond-shaped protrusions 2d Chiseled vertical and horizontal strips raised pattern 2 e Section concave strip 2f Section convex strip 2g Plane T recessed groove 3 Longitudinal seam connection piece 3a Connection piece panel 312 / Invention specification (Supplement) / 92-12 / 92126801 20 200422497 3b Connection 'pieces 3c, 3d connection' Pieces · 3e compartments are defeated. 3f, 5d ~ 8d tied stoppers 3f, 5d, ~ 8d 'protruding blocks 3f' •, 5 dn ~ 8dM tied stop holes 3g V grooves 4, 4, separator 4 a reinforced bearing 4a 'Right-angled 4b Parallel two 4 c Split groove 4d Apex hook 4 e Tie-down section 5, 7 Inner parallel 5a, 5b, 6a, 6b, Ίa, 5c, 6c, 7c, 8c 6 Outer parallel 8 Outer parallel 8a, 8b Flat and vertical connection B Base section D Wall thickness H Wall thickness L Ready to vacate the plate or project the suspension block 312 / round Instructions (Supplement) / 92-12 / 92126801 Seat hook end flexion at both ends end angled longitudinal seam joint 7b right angled joint plate connecting rod angled longitudinal seam jointed straight plate longitudinal seam jointed joint Gap width
21 200422497 縱補強鋼筋 橫補強鋼筋 A1、A2 接縫21 200422497 Vertically reinforced bars Horizontally reinforced bars A1, A2 seams
312/發明說明書(補件)/92-12/92126801 22312 / Invention Specification (Supplement) / 92-12 / 92126801 22