593854 玖、發明說明 (發明說明應敘明：發明所屬之技術領域、先前技術、内容、實施方式及囷式簡單說明） 【發明戶斤屬之技術領域3 本發明係有關於建築物之地板支持構造，特別是有關 具有於橫梁上面連接有樓板之正梁構造之混凝土構架之建 5 築物之地板支持構造，或具有於大梁及小梁之上面連接有 樓板之正梁構造之混凝土構架之建築物之地板支持構造。 【先前技術3 一般大廈等集合住宅中，由於地板構造體與混凝土構 架之樓板或構架壁以接觸狀態固定結合，因此加諸於地板 10 等之振動衝擊音成為固體傳播音而從地板構造體朝上下樓 層、左右鄰室傳播而成為振動噪音，使得居住空間之環境 惡化、品質低劣等，尤其是最近，因生活方式之改變，曰 式和室變少，且洋式房間也可看出居住者之需求變化係從 具有緩衝材料機能之地毯，變成難以成為緩衝材之塑膠地 15 板。因此從地板構造體傳到上下樓層、左右鄰室之振動噪 音有變得更大之傾向，其隔音對策即成了重要之課題。 於是，以往之隔音對策係採取或增加樓板之厚度、或 將地板構造體本身作成隔音構造等。 然而，即使採取這種隔音對策，仍無法避免地板構造 20 體與混凝土構架、特別是與該樓板之接觸狀態，因此即使 可以減輕振動噪音之傳播，仍無法成為根本的隔音對策， 且還會產生建築成本大幅提高等其他問題。 【發明内容】 本發明之目的是提供一種為了解決這個問題，確保地 6 593854 玖、發明說明 板構造體與混凝土構架之絕緣之新穎之建築物中之地板支 持構造，該地板支持構造係可將生活噪音從固體傳播音變 為空氣傳播音，使隔音性能大幅提昇，更可藉由更簡單之 構造，使構架更安定地支持地板構造體者。 5 更，本發明之另一目的係提供一種新穎之建築物中之 地板支持構造，該地板支持構造係使地板構造體避開與樓 板之接觸並對混凝土構架本身加以改良，即使在遇到地板 構造體之地板面積寬廣時，加諸於該地板構造體之振動噪 音仍可有效地擴散到混凝土構架内，因而更提高隔音效果 10 ，同時該地板支持構造也提高對混凝土構架之地板構造體 之支持強度，使之可藉混凝土構架穩定地支持地板構造體 者。 為了達成前述目的，因此，本發明係一種建築物之地 板支持構造，該建築物係具有於梁上面連接有樓板之正梁 15 構造之混凝土構架者，該地板支持構造之特徵在於該建築 物内之居住空間之地板構造體具有：於一平面上隔著間隔 並列之多數根橫梁；及鋪設於其上之樓面板，又前述多數 根橫梁係配置成與樓板之間存在有間隙，且其兩端部係與 鉛直構架壁之間存在有間隙並且由該鉛直構架壁來支持。 20 藉由這種第1特徵之構成，地板構造體與混凝土構架 為絕緣，亦即這些構件之接觸可避免，故可盡可能地減低 振動噪音朝上下樓層、左右鄰室之傳播而提高隔音效果。 尤其是構成地板構造體之多數橫梁之兩端部由鉛直構架壁 來支持，藉此結構可使加諸於地板構造體之振動噪音經由 7 593854 玖、發明說明 多數橫梁而分散傳播到鉛直構架壁之上下及橫向，提高隔 音效果，且可穩定支持地板構造體。又，藉由採用前述地 板支持構造，也不會減少地板上之居住空間之有效室内空 間。更，樓板上由於地板構造體不起載重作用，且不需使 5 其具有隔音機能，因此可使該樓板盡可能地比習知之樓板 之板厚更薄，藉此可使居住空間之有效高度變高，更可減 低混凝土構架之重量，使耐震、抗震性能提高，更，藉由 減低混凝土或鋼材之使用量，可達到建築物本身成本之大 幅降低。 10 又，本發明於上述第1特徵之構成中，再加上前述橫 梁之縱向之中間部以吊棒懸吊支持於水平構架部分作為第 2特徵。 藉該第2特徵之構成，可防止橫梁之扭曲，即使在該 橫梁之跨距很長時，地板構造體也不會變形。 15 更，本發明於前述第1特徵或第2特徵之構成中，再 加上前述橫梁係藉由以可於上下方向調整位置之狀態支持 於鉛直構架壁之橫梁托架，支持於該鉛直構架壁作為第3 特徵。 藉該第3特徵之構成，可精準度佳且容易地進行地板 20 構造體相對於鉛直構架壁之上下方向之位置調節。 又，本發明之第4特徵係一種建築物之地板支持構造 ，該建築物係具有於大梁及小梁上面連接有樓板之正梁構 造之混凝土構架者，該地板支持構造之特徵在於：前述混 凝土構架之對向之鉛直構架壁間，於樓板上一體橫架混凝 593854 玖、發明說明 土牛梁，而該混凝土牛梁係與前述小梁呈上下方向縱列且 與樓板之間隔有防振橡膠，又，該混凝土牛梁間，或該混 凝土牛梁與鉛直構架壁之間，支持有橫梁，而該橫梁係設 置於前述樓板上且留有間隙。 5 藉由這種第4特徵之構成，地板構造體與混凝土構架 為絕緣，亦即這些構件之接觸可避免，故可盡可能地減低 振動噪音朝上下樓層、左右鄰室之傳播而提高隔音效果。 尤其是構成地板構造體之多數橫梁係以混凝土牛梁間或該 混凝土牛梁與鉛直構架壁間來支持，藉此結構，即使是加 10 諸於地板面積寬廣之地板構造體之振動噪音，也可經由樓 板上之混凝土牛梁、或鉛直構架壁而分散傳播到混凝土構 架，更進一步提高隔音效果，且可穩定支持地板構造體。 又，藉由採用前述地板支持構造，也不會減少地板上之有 效室内空間。更，樓板上由於地板構造體不起載重作用， 15 且不需使其具有隔音機能，因此可使該樓板盡可能地比習 知之樓板之板厚更薄，藉此可使居住空間之有效高度變高 ，更可減低混凝土構架之重量，使耐震、抗震性能提高， 更，藉由減低混凝土或鋼材之使用量，可達到建築物本身 成本之大幅降低。 20 又，本發明之第5特徵係一種建築物之地板支持構造 ，該建築物係具有於大梁及小梁上面連接有樓板之正梁構 造之混凝土構架者，該地板支持構造之特徵在於：前述混 凝土構架之對向之鉛直構架壁間，於樓板上一體橫架混凝 土牛梁，而該混凝土牛梁係與前述小梁呈上下方向縱列且 9 593854 玖、發明說明 與樓板之間設有間隙，又，該混凝土牛梁間，或該混凝土 牛梁與錯直構架壁之間，支持有橫梁，該橫梁係設置於前 述樓板上且留有間隙。 藉由這種第5特徵之構成，地板構造體與混凝土構架 5為絕緣，亦即這些構件之接觸可避免，故可盡可能地減低 振動噪音朝上下樓層、左右鄰室之傳播而提高隔音效果， 尤其疋，構成地板構造體之多數橫梁以混凝土牛梁間或該 混凝土牛梁與鉛直構架壁間來支持，藉此結構，即使是加 諸於地板面積寬廣之地板構造體之振動噪音，也可經由樓 10板上之混凝土牛梁、或鉛直構架壁而分散傳播到混凝土構 罙，更進一步提尚隔音效果，且可穩定支持地板構造體。 又，藉由採用前述地板支持構造，也不會減少地板上之有 效室内空間。更，樓板上由於地板構造體不起載重作用， 及不需使其具有隔音機能，因此可使該樓板盡可能地比習 15知之樓板之板厚更薄，藉此可使居住空間之有效高度變高 ，更可減低混凝土構架之重量，使耐震、抗震性能提高， 更’藉由減低混凝土或鋼材之使用量，可達到建築物本身 成本大幅降低。 又，本發明於上述第4或第5特徵中，再加上前述多 20數橫梁之端面上固定有與該多數橫梁垂直之橫梁托架，且 該橫梁托架以可上下方向調整位置之狀態支持於前述混凝 土牛梁或前述鉛直構架壁上作為第6特徵。 藉由該第6特徵之構成，可使橫梁托架支持於混凝土 牛梁或斜直構架壁，因此無關乎橫梁位置，皆可將該橫梁 10 593854 玖、發明說明 更可精準度佳且容易地 支持於混凝土牛梁或鉛直構架壁， 之上下方向之位 進行橫梁相對於混凝土牛梁或鉛直構架壁 置調節。 圖式簡單說明 5 帛1圖〜第5圖係顯示本發明之第1實施例，第1圖係 具有本發明之地板支持構造之集合住宅之局部縱截面圖， 第2圖係第1圖之2_2線之局部斷裂平面圖，第3圖係 沿第2圖之3-3線之擴大截面圖，第4圖係第3圖之箭頭 4所示假想線範圍部分之擴大圖，第5圖係沿第4圖之w 10線之截面ϋ。第6圖〜第8圖係顯示本發明之第2實施例， 第6圖係具有本發明之地板支持構造之集合住宅之局部縱 截面圖，第7圖係沿第6圖之7·7線之局部斷裂平面圖， 第8圖係沿第7圖之8-8線之擴大截面圖。第9圖、第 圖係顯示本發明之第3實施例，第9圖係沿第1〇圖之9·9 15線之地板構造體對鉛直構架壁之支持部之截面圖，第1〇圖 係沿第9圖之1〇_1〇線之截面圖。第11圖〜第16圖係顯示 本發明之第4實施例，第η圖係具有本發明之地板支持構 造之集合住宅之局部縱截面圖，第12圖係沿第η圖之 12_12線之局部斷裂平面圖，第13圖係沿第12圖之π_13 20線之擴大截面圖，第14圖係沿第12圖之14-14線之擴大 截面圖’第15圖係第14圖之箭頭15所示假想線範圍部分 之擴大圖（沿第16圖之15-15線之截面圖），第16圖係沿 第15圖之16-16線之截面圖。第17，18圖係顯示本發明之 第5實施例者，第π圖係對橫梁之混凝土牛梁之支持部之 11 593854 玖、發明說明 沿第18圖之17-17線之截面圖，第18圖係沿第17圖之 18-18線之截面圖。第19圖係顯示本發明之第6實施例者 ，係對橫梁之混凝土牛梁之支持部之截面圖。 I：實施方式】 5 首先，參閱第1圖〜第5圖，說明有關本發明之第1實 施例。 構成集合住宅構架之正梁構造之混凝土構架F，具有 :朝水平方向延伸而將建築物區分成多數樓層之水平構架 部分Fn、及朝鉛直方向延長而使上下之水平構架部分相互 10 連結之鉛直構架部分Fv。 前述水平構架部分Fh具有上下隔開居住空間Dw之樓 板Sf (藉由本發明之特徵而可使之盡可能地較習知者更薄 )，該樓板Sf之左右兩側，有正大梁Bb向下一體地突設， 構成所謂「正梁構造」。又，前述鉛直構架部分Fv具有： 15 直立設置於居住空間Dw四隅之構架柱1、連結並列之構 架柱1之間之鉛直構架壁2,3。 各樓層之居住空間Dw之樓板Sf上，配置有地板構造 體Fr。 由於前述地板構造體Fr在各樓層皆具有相同構造，故 20 以下就該地板構造體Fr之一進行說明，該地板構造體Fr 係避開與混凝土構架F之樓板Sf之直接接觸，而支持於該 鉛直構架壁2,2。 混凝土構架F之樓板Sf上，整個並列有多數根橫梁5 …，該橫梁5…係在一平面上互相平行且與樓板Sf間於上 12 593854 玖、發明說明 下方向留有若干間隙D1，這些橫梁5…之兩端部，藉由與 橫梁5…垂直延伸之左右橫梁托架8,8而整體結合，藉由多 數之橫梁5…與左右橫梁托架8,8而形成閉鎖框狀，補強地 板構造體Fr。 5 各橫梁5係將鋼板彎曲形成橫截面Σ狀所構成，可在 確保充分韌性之同時以輕量形成。又，橫梁托架8如第4 圖中所明示，係藉由橫截面呈錨定物狀之等邊山形鋼形成 ，且係藉由水平半部8h與從其一端部向下方垂下之鉛直半 部8v構成，該水平半部8h藉螺栓、螺冒10隔著防振橡膠 10 14固定於橫梁5之端部上面，又該鉛直半部8v以橫切多 數橫梁5…之端面之狀態向下延伸，在相鄰之橫梁5之間 以多數底腳螺栓12各自固定於鉛直構架壁2,2。因此，於 樓板Sf上留有間隙D1而配置之多數橫梁5···，於其兩端 部隔著防振橡膠14及橫梁托架8各自支持於鉛直構架壁2 15 ，且與鉛直構架壁留有間隙D2，藉此，多數橫梁5…即不 直接接觸樓板Sf及鉛直構架壁2,2。 多數橫梁5…上，鋪設有藉木製等之稜柱體所形成之 多數根欄柵6…，該攔柵6…係互相平行且與多數橫梁5… 略垂直。更，這些攔栅6…上鋪設有藉地板材料等形成之 20 地板7。 如上所述，依照本發明之第1實施例中，在居住空間 Dw中，構成地板構造體Fr之多數橫梁5…之兩端部隔著 橫梁托架8及防振橡膠14各自支持於混凝土構架F之鉛直 構架壁2,2，使多數橫梁5…避開與樓板Sf之接觸，而可 13 593854 玖、發明說明 盡可能地減低振動噪音朝上下樓層、左右鄰室之傳播。 尤其是多數橫梁5…藉由其兩端部支持於鉛直構架壁 2,2，可使因加諸於地板構造體Fi*之重量所引起之振動噪 音，經由多數橫梁5…而分散至混凝土構架F之鉛直構架 5 壁2,2之上下及橫方向。又，樓板Sf上，由於地板構造體 Fr不起載重作用，且不需使其具有隔音機能，因此可使該 樓板Sf盡可能地比習知之樓板之板厚（20〜27cm)更薄（ 約10〜15cm)，藉此可使居住空間Dw之室内高度變高，更 可減低混凝土構架F之重量，使耐震、抗震性能提高，更 10 ，藉由減低混凝土或鋼材之使用量，可達到建築物本身成 本大幅降低。 更，地板構造體Fr可在其地板7更下方由該鉛直構架 壁2來支持，因此在該地板構造體Fi:更上方沒有用以支持 該地板構造體Fr之構件，且鉛直構架壁2上可直接黏貼成 15 品壁材，故可確保室内空間寬敞。又，橫梁托架8,8係固 定於多數橫梁5…之端部上面，而不會突出於該橫梁5…下 面之更下方，故橫梁5…與樓板Sf間之間隙D1可設定於 所需之最少限度，其結果可使地板下空間之佔有高度不會 變高。 20 如上所述，藉本發明之第一特徵，地板構造體與樓板 絕緣，亦即這些接觸得以避開，故可盡可能地減低地板構 造體中產生的振動噪音朝上下樓、左右鄰室之傳播，而使 隔音效果提高。尤其是構成地板構造體之多數橫梁之兩端 部藉由鉛直構架壁來支持，藉此結構可使加諸於地板構造 14 593854 玖、發明說明 體之振動噪音經由多數橫梁5而分散傳播到鉛直構架壁之 上下及橫向，提高隔音效果，且可穩定支持地板構造體。 又，藉由採用前述地板支持構造，也不會減少居住空間 Dw之有效室内空間。更，樓板上由於地板構造體不起載 5重作用，且不需使其具有隔音機能，因此可使該樓板盡可 能地比習知之樓板之板厚更薄，藉此可使居住空間DW之 有效高度變高，更可減低混凝土構架之重量，使耐震、抗 震性能提高，更，藉由減低混凝土或鋼材之使用量，可達 到建築物本身成本大幅降低。 10 接著，參照第6〜8圖說明本發明之第2實施例。 該第2實施例中，與前述第丨實施例相同者則賦予相 同符號。 該第2實施例中，係居住空間Dw之幅度寬敞且其中 間部設有隔間壁20之情形，形成長跨距之橫梁5…之中間 15部藉由設於隔間壁20内之懸吊構造Ha而提起，防止其彎 曲變形。 如第8圖所明示，左右之隔間壁2〇間之空間部21内 ’於上下方向延長設有由鋼條等作成之吊棒22，該吊棒22 上端以螺合於固定於水平構架部分Fh、亦即樓板Sf之嵌 20入物27之底腳螺栓23懸吊成可搖動狀態，又，該吊棒22 下端以可搖動狀態連結於懸吊螺栓24，該懸吊螺栓24固 定於橫梁5且通過攔栅6與地板7間而於隔間壁2〇内向空 間部21上方延伸。吊棒22之中間部夾有附防振橡膠26之 張力調整金屬器具，亦即鬆緊螺旋扣25，藉由調整該鬆緊 15 玖、發明說明 螺旋扣25,可調整吊棒22之長度，亦即其張力。 於疋纟於松梁5之中間部藉吊棒22懸吊支持，因此 2別是當《 5之跨練長時，可防止其料，且加諸於 5木5之主要載重，與前述第1實施例同樣地由左右錯直 構架壁2,2來支持，橫梁5可避開與樓板％之接觸，而可 盡可能減低振動噪音朝上下樓、左右鄰室之傳播。 如上所述，藉使用依照本發明之第2實施例，可防止 &木之扭曲’即使在該橫梁之跨距很長時，地板構造體也 不會變形。 接著，參照第9圖、第1G圖來說明本發明之第3實施 例。 該第3實施例中，與前述第丨、第2實施例相同者則 職予相同符號。 该第3實施例中，係將各橫梁5裝配成相對於鉛直構 杀J 2可於上下方向調整位置之狀態，在鉛直構架壁2上 ，夕數支持構件30…在與多數橫梁5…之縱向垂直之方向 隔著間隔且於相鄰之橫梁5,5之間，以可於上下方向調整 位置固定於錯直構架壁2上。支持構件3〇···藉由橫戴面銷 疋物狀之專邊山形鋼構成，其垂直半部之中央部穿設 2〇有上下方向拉長之長孔31。鉛直構架壁2上，多數嵌入物 32 —體埋設於内且與前述支持構件3()對向，藉由隔著墊 圈33來貫通長孔μ之安裝螺栓34螺合於前述嵌入物32 ’使多數支持構件30…以可於上下方向調節位置之狀態固 定於錯直構架壁2上。多數支持構件30…之水平半部3〇h 16 593854 玖、發明說明 …上，設置於與多數橫梁5…垂直方向之橫梁托架8隔著 防振橡膠35載設於其上，該橫梁托架8之鉛直半部8v與 鉛直構架壁2之間夾有其他防振橡膠36。 前述橫梁托架8上，在相鄰之支持構件30,30之間， 5 多數橫梁5…隔著間隔而懸吊支持於其上。亦即，如第9 圖所示，橫梁5之端部隔著防振橡膠14藉由螺栓、螺冒 10懸吊支持於橫梁托架8之水平半部8h上。於是，多數 橫梁5…之兩端部與鉛直構架壁2之間形成有間隙D2，又 ，這些橫梁5…之下面與樓板Sf間形成有間隙D1，藉此 10 ，多數橫梁5…即不直接接觸樓板Sf及鉛直構架壁2,2。 多數橫梁5…上，鋪設有藉木製之稜柱體等所形成之 多數根欄柵6…，該欄栅6…係互相平行且與多數橫梁5… 略垂直，而這些欄栅6…上鋪設有藉地板材料等形成之地 板7 〇 15 如此，該第3實施例中之發明，構成地板構造體Fr之 多數橫梁5…之兩端部，由橫梁托架8懸吊支持，而該橫 梁托架8係隔著防振橡膠14而支持於固定於鉛直構架壁 2,2之多數支持構件30。該第3實施例藉此構造，也使多 數橫梁5…避開與樓板Sf之接觸，而可盡可能地減低振動 20 噪音從地板構造體Fr朝上下樓層、左右鄰室之傳播。 特別是，在該第3實施例中，藉多數支持構件30···， 可精準度佳且簡單容易地進行橫梁5…之上下方向之位置 調節，亦即地板構造體Fr之相對於鉛直構架壁2之位置調 節0 17 593854 玖、發明說明 如上所述，藉依據本發明之第3實施例，可精準度佳 且容易地進行地板構造體相對於鉛直構架壁之上下方向之 位置調節。 接著，參照第11圖〜第16圖，說明有關本發明之第4 5 實施例。 第U圖、第12圖中，構成集合住宅之骨架之正梁構 造之混凝土構架F，具有：於水平方向伸展而將建築物區 分為多數樓層之水平構架部分Fh;及於鉛直方向伸展而將 上下水平構架部分Fh相互連結之鉛直構架部分ρν。 1〇 前述水平構架部分几具有將居住空間DW分隔成上下 之樓板Sf(藉本發明之特徵可使之盡可能地較習知者更薄 )’该樓板sf之左右兩側，有大梁Bb向下一體突設，更， 樓板Sf之中間部有兩根小梁Bs向下一體突設，構成所謂 「正梁構造」。又，前述鉛直構架體部分Fv具有·直立設 15置於居住空間Dw四隅之構架柱1、連結並列之構架柱！ 之間之大梁Bb上之鉛直構架壁2,3。 前述混凝土構架F之對向之-對錯直構架壁3,3間， 於樓板Sf上一體橫架有隔著間隔並列之混凝土牛梁七4， 各個混凝土牛梁4係與前述小梁Bs呈上下方向縱列延伸， 各個混凝土牛梁4之下面與樓板Sf之上面之間，形成有 疋間隙s ’该間隙s中介裝有板狀之防振橡膠9。 則述混凝土牛梁4係於混凝土構架F洗灌成形時，與 之體成形者，具體而言，係於下一樓層之混凝土構架（ H樓之錢土構架F)㈣成形完成後 ，於洗灌上一 18 593854 玖、發明說明 層樓之混凝土構架（例如二樓之混凝土構架F2)之際，再 在下樓層之樓板Sf上澆灌混凝土牛梁4。又，混凝土牛梁 4内，埋設有由鋼筋或PC鋼形成且橫跨上一樓層之混凝土 構架内之補強線條111加以補強。 5 各樓層之居住空間Dw之樓板Sf上，配置有地板構造 體Fr。 前述地板構造體Fr在各樓層皆具有相同結構，因此以 下參照第11圖、第12圖且一併參照第13圖〜第16圖詳細 說明該地板構造體Fr之支持構造，該地板構造體以避開 10混凝土構架F與樓板Sf之直接接觸，支持於鉛直構架壁2 與前述混凝土牛梁4間、或隔著間隔並列之混凝土牛梁4 之間。 k凝土構架F之樓板Sf上，整個並列有多數根橫梁$ …，該橫梁5…係在一平面上互相平行且與樓板Sf間於上 15下方向留有若干間隙D1，這些橫梁5…之兩端部，如第14 圖所明示，固定支持於混凝土牛梁4間、或混凝土牛梁4 與鉛直構架壁2間。橫梁對混凝土牛梁4之支持構造與對 錯直構架壁2之支持構造相同’因此以下就橫梁$對混凝 土牛梁4之支持構造詳細說明。 2〇 多數橫梁5…之兩端面藉由與其垂直延伸之左右橫梁 托架8,8而整體結合，藉由多數之橫梁5…與左右橫梁托架 8,8而形成閉鎖框狀，形成為保有高度韌性。 各橫梁5係將鋼板彎曲形成橫截面Σ狀所構成，可在 確保充分韌性之同時以輕量形成。橫梁托架8如第15圖中 19 坎、發明說明 所月不，係藉由橫截面呈錨定物狀之等邊山形鋼形成，具 有水平半部8h與從其一端部向下方垂下之鉛直半部W， ”亥水平半部8h藉螺栓、螺冒U3隔著防振橡膠114固定於 橫梁5之端部上面，又該錯直半部心以與混凝土牛梁4之 5側面相向之狀態向上延伸，兩者之間隔著存在有其他防振 橡膠115。 另一方面，如第15圖、第16圖所示，混凝土牛梁4 之側面上以上下方向可調節位置之狀態固定有多數支持構 件117。各支持構件117藉由橫截面錦定物狀之等邊山形 ίο鋼構成，其垂直半部117v之中央部穿設有上下方向拉長之 長孔118。混凝土牛梁4之侧面上，多數嵌入物ιΐ9 一體 埋。又於内且與則述支持構件117對向，藉由隔著塾圈⑶ 貫L長孔118之文裝螺栓121螺合於前述嵌入物1丨9，使 多數支持構件117以可於上下方向調節位置之狀態固定於 15混凝土牛梁4之侧面上。多數支持構件ιΐ7之水平半部 117h上，橫梁托架8隔著防振橡膠122載設於其上。 如第16圖所示，前述橫梁托架8上，在相鄰之支持構 件1Π之間’夕數橫梁5···藉前述螺栓、螺冒⑴懸吊支 持於其上⑨疋，多數橫梁5…之兩端部與混凝土牛梁4 20之側面之間形成有間隙D2，又，這些橫梁5••之下面與樓 板Sf間形成有間隙：⑴，藉此，多數橫梁5···即不直接接 觸樓板Sf及混凝土牛梁4。 如第11圖、第12圖所示，多數橫梁5···上，鋪設有 木製之稜柱體材料等所形成之多數根欄栅6···，該攔柵6··· 20 593854 玖、發明說明 係互相平行且與多數橫梁5…略垂直，而這些攔柵6…上， 鋪設有藉地板材料等形成之地板7，該地板7避開與前述 混凝土牛梁4之接觸。於是，藉由多數橫梁5…、左右之 橫梁托架8,8、多數根攔柵6…及地板7而構成地板構造體 5 Fr 〇 又，如第14圖所示，多數橫梁5…之另一端部對鉛直 構架壁2之支持構造，與前述橫梁5…之一端部對混凝土 牛梁4之支持構造相同，因此省略其說明。 與樓板Sf上存在有間隙D1而配置之多數根橫梁5… 10 ，其兩端部以存在有間隙D2之狀態隔著防振橡膠114及 橫梁托架8分別懸吊支持於混凝土牛梁4間、或混凝土牛 梁4與鉛直構架壁2間，藉此構造，使多數橫梁5…與樓 板Sf不接觸。 如上所述，居住空間Dw中，構成地板構造體Fr之多 15 數橫梁5…之端部，隔著支持構件117…及橫梁托架8,8而 各自支持於小梁Bs上之混凝土牛梁4間，或混凝土牛梁4 與大梁Bb上之鉛直構架壁2，使多數橫梁5…避開與樓板 Sf之接觸，故作用於地板構造體Fr之振動衝擊不會傳播到 樓板Sf。 20 多數橫梁5…藉由其兩端部支持於混凝土牛梁4間、 或混凝土牛梁4與鉛直構架壁2間，可使因加諸於地板構 造體Fr之重量所引起之振動噪音，經由多數橫梁5…而分 散至小梁Bs上之混凝土牛梁4或大梁Bb上之鉛直構架壁 Fh上，特別是在地板面積橫跨小梁Bs寬廣地形成時，藉 21 593854 玖、發明說明 由利用混凝土牛梁4支持橫梁5…，可使加諸於地板之振 動噪音經由混凝土牛梁4分散至混凝土構架F，而更進一 步提高隔音效果。又，樓板Sf上，由於地板構造體Fr不 起載重作用（從混凝土牛梁4經由防振橡膠9作用於樓板 5 Sf之重量，藉由其正下方之小梁Bs承載，而不會傳播到 樓板Sf)，且不需使其具有隔音機能，因此可使該樓板Sf 盡可能地比習知之樓板之板厚（20〜27cm )更薄（約 10〜15cm)，藉此可使居住空間Dw之室内高度變高，更可 減低混凝土構架F之重量，使耐震、抗震性能提高，更， 10 藉由減低混凝土或鋼材之使用量，可達到建築物本身成本 大幅降低。 更，地板構造體Fr可在其地板7更下方由混凝土牛梁 4或鉛直構架壁2來支持，因此在該地板構造體Fr更上方 沒有用以支持該地板構造體Fr之構件，且鉛直構架壁2上 15 可直接黏貼成品壁材，故可確保室内空間寬敞。又，橫梁 托架8,8係固定於多數橫梁5…之端部上面，而不會突出於 該橫梁5…下面之更下方，故橫梁5…與樓板Sf間之間隙 D1可設定於所需之最少限度，其結果可使地板下空間之佔 有高度不會變高。 20 如上所述，藉本發明之第4實施例，可在具有於大梁 及小梁上面連接有樓板之正梁構造之混凝土構架之建築物 中，使地板構造體與樓板絕緣，亦即，這些接觸得以避開 ，故可盡可能地減低振動噪音朝上下樓、左右鄰室之傳播 ，而使隔音效果提高。尤其是構成地板構造體之多數橫梁 22 593854 玖'發明說明 藉由混凝土牛梁間、或該混凝土牛梁與鉛直構架壁間所支 持’藉此結構，即使在地板面積寬廣之地板構造體中，加 諸於其上之振動噪音可經由樓板上之混凝土牛梁、或斜直 構架壁而分散傳播到混凝土構架中，不僅更進一步提高隔 5 音效果，且可穩定支持地板構造體。又，藉由採用前述地 板支持構造，也不會減少地板上之有效室内空間。更，樓 板上由於地板構造體不起載重作用，且不需使其具有隔音 機此’因此可使該樓板盡可能地比習知之樓板之板厚更薄 ，藉此可使居住空間之有效高度變高，更可減低混凝土構 10术之重量，使耐震、抗震性能提高，更，藉由減低混凝土 或鋼材之使用量，可達到建築物本身成本大幅降低。 接著，參照第17圖、第18圖說明本發明之第5實施 例0 该弟5貫施例中，與前述第 同符號 該第5實施例係橫梁5…對混凝土牛梁4(鉛直構架壁 2)之支持構造與前述第丨實施例有若干不同。在一平面上 互相平行並列之多數橫梁5...之端部，藉由與之垂直延伸 之檢梁托架8而整體結合。橫馳架8係藉由橫截面呈錫 定物狀之等邊山形鋼形成，該水平半冑处藉螺检、螺冒 130隔著防振橡膠131固^於橫梁5之端部上面又該船 直半部8V以橫切多數橫梁5...之端面之狀態向下延伸，在 相鄰之橫梁5,5之間以多數底腳螺拾132纟自固定於混凝 土牛梁4之侧面上部。因此，於樓板Sf上以留有間隙D1 23 20 593854 玖、發明說明 之狀態而配置之多數橫梁5…，其端部係以留有間隙D2之 狀態隔著防振橡膠131及橫梁托架8各自支持於混凝土牛 梁4，藉此，多數橫梁5…即不直接接觸樓板Sf及混凝土 牛梁4。 5 如此，該第5實施例亦發揮與前述第4實施例相同之 作用效果。 接著’參照第19圖說明本發明之第6實施例。 該第6實施例中，與前述第4,5實施例相同者則賦予 相同符號。 10 該第6實施例係於混凝土牛梁4之下面與樓板Sf之上 面之間，形成有預定寬度之間隙s，以使加諸於地板構造 體Fr之重量由混凝土牛梁4 (鉛直構架壁2)承載。形成 5玄間隙s之方法係藉模板之框架，在將該混凝土牛梁4與 混凝土構架F同時洗灌成形之際，事先將發泡苯乙稀材料 U 140安置於混凝土牛梁4與樓板Sf之間，之後，藉燒去除 去該發泡苯乙烯140。 如上所述，依據本發明之第6實施例，混凝土牛梁4 與樓板Sf之間隔著« s而呈不接觸狀態，加諸於混凝土 牛梁4之振動衝擊不會傳播到小梁Bs，而從該混凝土牛梁 20 4 (錯直構架壁2)分散傳播至混凝土構架f。&，由於橫 梁托架係由混凝土牛梁或錯直構架壁來支持因此無關乎 橫梁之位置，皆可將該橫梁支持於混凝土牛梁或錯直構架 壁’更可精準度佳且容易地進行橫梁相對於混凝土牛梁或 鉛直構架壁之上下方向之位置調節。 24 593854 玖、發明說明 、、就本發明之第1〜6之實施例進行了說明，不過 本發月並不限疋於這些實施例，而可在本發明之範圍内做 各種的實施例。 例如，前述實施例中，係說明將有關本發明之建築物 5中之地板支持構造，實施於集合住宅時之情況，不過亦可 將之實施於其他混凝土建築物上。又，作為地板構造體之 地板，除塑膠地板外，亦可使用榻榻米、其他眾所周知之 地板材質。 【圖式簡單說明】 10 第1圖〜第5圖係顯示本發明之第1實施例，第J圖係 具有本發明之地板支持構造之集合住宅之局部縱截面圖， 第2圖係沿第1圖之2-2線之局部斷裂平面圖，第3圖係 沿第2圖之3-3線之擴大截面圖，第4圖係第3圖之箭頭 4所示假想線範圍部分之擴大圖，第5圖係沿第4圖之5-5 15線之截面圖。第6圖〜第8圖係顯示本發明之第2實施例， 第6圖係具有本發明之地板支持構造之集合住宅之局部縱 截面圖，第7圖係沿第6圖之7-7線之局部斷裂平面圖， 第8圖係沿第7圖之8-8線之擴大截面圖。第9圖、第10 圖係顯示本發明之第3實施例，第9圖係沿第10圖之9-9 2〇 線之地板構造體對鉛直構架壁之支持部之截面圖，第10圖 係沿第9圖之10-10線之截面圖。第11圖〜第16圖係顯示 本發明之第4實施例，第11圖係具有本發明之地板支持構 造之集合住宅之局部縱截面圖，第12圖係沿第11圖之 12-12線之局部斷裂平面圖，第13圖係沿第12圖之13-13 25 593854 玖、發明說明 線之擴大截面圖，第14圖係沿第12圖之14-14線之擴大 截面圖，第15圖係第14圖之箭頭15所示假想線範圍部分 之擴大圖（沿第16圖之15-15線之截面圖），第16圖係沿 第15圖之16-16線之截面圖。第17，18圖係顯示本發明之 5 第5實施例者，第17圖係對橫梁之混凝土牛梁之支持部之 沿第18圖之17-17線之截面圖，第18圖係沿第17圖之 18-18線之截面圖。第19圖係顯示本發明之第6實施例者 ，係對橫梁之混凝土牛梁之支持部之截面圖。 【圖式之主要元件代表符號表】 l···構架柱 22…吊棒 2,3…鉛直構架壁 23···底腳螺栓 4…混凝土牛梁 24…懸吊螺栓 5…橫梁 25…鬆緊螺旋扣 6…欄柵 26…防振橡膠 7…淑反 27…嵌入物 8…橫梁托架 30…支持構件 8h···橫梁托架水平半部 3〇h…支持構件水平半部 8v···橫梁托架鉛直半部 31…長孔 9…防振橡膠 32…嵌入物 10…螺栓、螺冒 33…塾圈 12···底腳螺栓 34···安裝螺栓 14…防振橡膠 35…防振橡膠 20…隔間壁 36…防振橡膠 2l···空間部 111···補強線條 26 593854 玖、發明說明 113···螺栓、螺冒 Bb…大梁 114…防振橡膠 Bs…小梁 115…防振橡膠 Dl···間隙 117…支持構件 D2…間隙 117v…支持構件垂直半部 Dw…居住空間 118…長孔 F…混凝土構架 119…嵌入物 Fr…地板構造體 120…塾圈 Fv···鉛直構架部分 121…安裝螺栓 Hi…水平構架部分 122…防振橡膠 Ha…懸吊構造 130···螺栓、螺冒 s…間隙 131…防振橡膠 Sf···樓板 132···底腳螺栓 140···發泡苯乙烯材料 27593854 发明 Description of the invention (The description of the invention should state: the technical field, the prior art, the content, the implementation mode and the simple description of the invention) [Technical Field of the Inventor 3] This invention relates to the floor support of buildings Structures, especially those with a concrete frame structure with a beam structure connected to the floor above the beams5 Floor support structures for buildings, or buildings with a concrete frame structure with a beam structure connected to the floor and sills Object floor support structure. [Prior Art 3] In a collective house such as a general building, the floor structure and the floor or frame wall of the concrete frame are fixedly connected in contact with each other. Therefore, the vibration impact sound added to the floor 10 and the like becomes a solid transmission sound and moves from the floor structure toward the floor structure. The upper and lower floors and left and right adjacent rooms spread into vibration noise, which deteriorates the living environment and inferior quality. Especially recently, due to changes in lifestyle, there are fewer Japanese-style rooms and Western-style rooms can also see the needs of the occupants. The change is from a carpet with the function of cushioning material to a plastic floor that is difficult to become a cushioning material. Therefore, the vibration noise transmitted from the floor structure to the upper and lower floors and the left and right adjacent rooms tends to become larger, and its sound insulation measures have become an important issue. Therefore, conventional sound insulation measures have been taken to increase or reduce the thickness of the floor slab, or to make the floor structure itself a sound insulation structure. However, even with such soundproofing measures, it is still impossible to avoid the contact between the floor structure 20 and the concrete frame, especially the floor slab. Therefore, even if the transmission of vibration noise can be reduced, it cannot be a fundamental soundproofing measure, and it will still produce Other issues include a significant increase in construction costs. [Summary of the Invention] The purpose of the present invention is to provide a floor support structure in a novel building that ensures the insulation of the ground structure and the concrete frame in order to solve this problem. Living noise has changed from solid-borne sound to air-borne sound, which has greatly improved the sound insulation performance. It can also use a simpler structure to make the structure more stably support the floor structure. 5. Furthermore, another object of the present invention is to provide a novel floor support structure in a building. The floor support structure avoids the contact between the floor structure and the floor and improves the concrete structure itself, even when the floor is encountered. When the floor area of the structure is wide, the vibration noise added to the floor structure can still be effectively diffused into the concrete frame, thereby improving the sound insulation effect. 10 At the same time, the floor support structure also improves the floor structure of the concrete frame. Support strength, so that it can support the floor structure by the concrete structure. In order to achieve the foregoing object, the present invention is a floor support structure of a building. The building is a concrete frame structure with a beam 15 structure connected to a floor by a beam. The floor support structure is characterized by the inside of the building. The floor structure of the living space has: a plurality of beams juxtaposed with a space on a plane; and a floor panel laid thereon, and the aforementioned plurality of beams are arranged so that there is a gap between the beams and the floor. A gap exists between the end system and the vertical frame wall and is supported by the vertical frame wall. 20 With this first feature, the floor structure is insulated from the concrete structure, that is, the contact between these components can be avoided, so that the transmission of vibration noise to the upper and lower floors and left and right adjacent rooms can be minimized to improve the sound insulation effect. . In particular, both ends of most of the beams constituting the floor structure are supported by the vertical frame wall, so that the structure can make the vibration and noise added to the floor structure spread to the vertical frame wall through 7 593854 发明, the description of the invention Up and down and horizontally, improve the sound insulation effect, and can stably support the floor structure. Furthermore, by adopting the aforementioned floor support structure, the effective indoor space of the living space on the floor will not be reduced. In addition, because the floor structure does not have a load-bearing effect on the floor, and it does not need to have a sound insulation function, the floor can be made as thin as possible than the conventional floor, thereby enabling the effective height of the living space. Increasing the height can reduce the weight of the concrete frame and improve the seismic and seismic performance. Moreover, by reducing the amount of concrete or steel used, the cost of the building itself can be greatly reduced. 10 In the present invention, the second feature is the constitution of the first feature described above, and the horizontal middle portion of the beam is suspended by a horizontal rod and supported by a suspension rod as the second feature. With the configuration of the second feature, the beam can be prevented from being twisted, and the floor structure does not deform even when the span of the beam is long. 15. Furthermore, in the constitution of the first feature or the second feature of the present invention, in addition to the aforementioned beam, the beam support is supported by the vertical frame wall in a state that the position can be adjusted in the vertical direction, and is supported by the vertical frame. Wall as 3rd feature. With the configuration of the third feature, the position of the floor 20 structure relative to the vertical frame wall can be adjusted easily and accurately. In addition, the fourth feature of the present invention is a floor support structure of a building. The building is a concrete frame structure with a beam structure connected to a floor and a beam on the floor. The floor support structure is characterized in that: Between the opposite vertical frame walls of the frame, a horizontal frame is fused on the floor to integrate 593854 发明, the description of the invention is a natural cattle beam, and the concrete cattle beam is in a vertical line with the small beam in the vertical direction and is separated from the floor by vibration-proof rubber. Moreover, a beam is supported between the concrete cow beam, or between the concrete cow beam and the vertical frame wall, and the beam is arranged on the aforementioned floor with a gap. 5 With this fourth feature, the floor structure is insulated from the concrete structure, that is, the contact between these components can be avoided, so that the transmission of vibration noise to the upper and lower floors and left and right adjacent rooms can be minimized to improve the sound insulation effect. . In particular, most of the beams constituting the floor structure are supported by the concrete cow beam or between the concrete cow beam and the vertical frame wall. With this structure, even if the vibration noise of a floor structure with a wide floor area is added, it can also be used. Disperse and spread to the concrete structure through the concrete spar beams on the floor or the vertical frame wall, which further improves the sound insulation effect and can stably support the floor structure. Furthermore, by adopting the aforementioned floor support structure, the effective indoor space on the floor is not reduced. In addition, because the floor structure does not have a load-bearing function on the floor, and it does not need to have sound insulation function, the floor can be made as thin as possible than the conventional floor slab, thereby enabling the effective height of the living space. Increasing the height can reduce the weight of the concrete frame and improve the seismic and seismic performance. Furthermore, by reducing the amount of concrete or steel used, the cost of the building itself can be greatly reduced. 20 Also, the fifth feature of the present invention is a floor supporting structure of a building, which is a concrete frame having a beam structure with a floor slab connected to a girder and a small beam. The floor supporting structure is characterized in that: Between the opposite vertical frame walls of the concrete frame, a concrete cow beam is horizontally integrated on the floor, and the concrete cow beam is vertically aligned with the aforementioned small beam and 9 593854. There is a gap between the description of the invention and the floor. In addition, a cross beam is supported between the concrete cow beam, or between the concrete cow beam and the staggered frame wall, and the beam is arranged on the aforementioned floor with a gap. With this fifth feature, the floor structure and the concrete frame 5 are insulated, that is, the contact between these components can be avoided, so that the transmission of vibration noise to the upper and lower floors and adjacent rooms can be minimized to improve the sound insulation effect. Especially, most of the beams constituting the floor structure are supported by the concrete cow beams or between the concrete cow beams and the vertical frame walls. With this structure, even the vibration noise of the floor structure with a wide floor area can be used. Disperse and spread to the concrete structure through the concrete spar beams on the 10th floor of the building or the vertical frame wall, which further improves the sound insulation effect and can stably support the floor structure. Furthermore, by adopting the aforementioned floor support structure, the effective indoor space on the floor is not reduced. In addition, because the floor structure does not have a load-bearing function and does not need to have sound insulation function, the floor can be made as thin as possible than the slab of Xi 15, which can make the effective height of the living space. Increasing the height can further reduce the weight of the concrete frame, improve the seismic and seismic performance, and further reduce the use of concrete or steel to achieve a significant reduction in the cost of the building itself. In addition, in the fourth or fifth feature of the present invention, a beam bracket perpendicular to the plurality of beams is fixed to the end face of the plurality of beams, and the beam bracket can be adjusted in a vertical direction. Supported on the concrete cow beam or the vertical frame wall as a sixth feature. With the structure of the sixth feature, the beam bracket can be supported on a concrete cow beam or an inclined straight frame wall. Therefore, regardless of the position of the beam, the beam 10 593854 can be used. The invention description can be more accurate and easy. The beam is supported on the concrete spar beam or vertical frame wall, and the beam is adjusted relative to the concrete spar beam or vertical frame wall in the vertical direction. Brief description of the drawings 5 帛 1 through 5 show a first embodiment of the present invention, and FIG. 1 is a partial longitudinal cross-sectional view of a collective house having a floor supporting structure of the present invention, and FIG. 2 is a view of FIG. 1 A plan view of the partial fracture of line 2_2, FIG. 3 is an enlarged sectional view taken along line 3-3 of FIG. 2, and FIG. 4 is an enlarged view of a part of the imaginary line shown by arrow 4 in FIG. 3, and FIG. 5 is taken along The cross section 线 of the w 10 line in FIG. 4. 6 to 8 show a second embodiment of the present invention, FIG. 6 is a partial longitudinal sectional view of a collective house having a floor supporting structure of the present invention, and FIG. 7 is along line 7-7 of FIG. 6 The partial fracture plan view, FIG. 8 is an enlarged sectional view taken along line 8-8 of FIG. 7. Fig. 9 and Fig. 9 show a third embodiment of the present invention, and Fig. 9 is a cross-sectional view of the supporting portion of the floor structure along the vertical frame wall along line 9 · 9 and 15 of Fig. 10, Fig. 10 It is a cross-sectional view taken along line 10-10 in FIG. 9. 11 to 16 show a fourth embodiment of the present invention. Fig. Η is a partial longitudinal sectional view of a collective house having the floor supporting structure of the present invention, and Fig. 12 is a part along line 12-12 of Fig. Η. Fracture plan, Figure 13 is an enlarged cross-sectional view taken along line π_13 20 of Figure 12, and Figure 14 is an enlarged cross-sectional view taken along line 14-14 of Figure 12. 'Figure 15 is shown by arrow 15 of Figure 14 An enlarged view of the range of the imaginary line (cross-sectional view taken along line 15-15 of FIG. 16), and FIG. 16 is a cross-sectional view taken along line 16-16 of FIG. 15. Figures 17 and 18 show the fifth embodiment of the present invention. Figure π shows the cross section of the supporting part of the concrete cow beam of the beam. 11 593854 发明. Description of the invention is a sectional view taken along line 17-17 of Figure 18. Figure 18 is a sectional view taken along line 18-18 of Figure 17. FIG. 19 is a cross-sectional view showing a support portion of a concrete cow beam of a cross beam according to a sixth embodiment of the present invention. I: Embodiment] 5 First, a first embodiment of the present invention will be described with reference to Figs. 1 to 5. The concrete frame F constituting the main beam structure of the collective housing frame has a horizontal frame portion Fn extending in a horizontal direction to divide the building into a plurality of floors, and a vertical portion extending vertically to connect the upper and lower horizontal frame portions to each other. Framework part Fv. The aforementioned horizontal frame portion Fh has a floor Sf that separates the living space Dw from top to bottom (by the features of the present invention, it can be made as thin as possible as compared to those skilled in the art). It protrudes integrally to form the so-called "front beam structure". The vertical frame portion Fv includes: 15 vertical frame walls 2, 3 standing upright between the frame columns 1, which are arranged in the living space Dw, and connected between the parallel frame columns 1. A floor structure Fr is arranged on the floor Sf of the living space Dw on each floor. Since the aforementioned floor structure Fr has the same structure on each floor, one of the floor structures Fr will be described below. The floor structure Fr avoids direct contact with the floor Sf of the concrete frame F and supports it in The vertical frame wall 2,2. On the floor slab Sf of the concrete frame F, a plurality of beams 5 are arranged side by side. The beams 5 are parallel to each other on a plane and above the floor Sf 12 593854 玖. There are several gaps D1 in the lower direction of the invention. These Both ends of the beam 5 ... are integrally combined by left and right beam brackets 8, 8 extending perpendicularly to the beam 5 ..., and a plurality of beams 5 ... and left and right beam brackets 8, 8 form a closed frame shape to reinforce Floor structure Fr. 5 Each beam 5 is formed by bending a steel plate to form a Σ-shaped cross section, and it can be formed at a light weight while ensuring sufficient toughness. As shown in FIG. 4, the beam bracket 8 is formed by an equilateral mountain-shaped steel having an anchor shape in cross section, and is formed by a horizontal half 8h and a vertical half hanging downward from one end thereof. The horizontal half 8h is fixed on the end of the cross beam 5 via bolts and screws 10 via vibration-proof rubber 10 14 through the bolts and screws 10, and the vertical half 8v is downwardly crossing the end faces of most of the cross beams 5 ... It is extended and fixed to the vertical frame walls 2 and 2 by a plurality of foot bolts 12 between adjacent beams 5. Therefore, most of the crossbeams 5 arranged with a gap D1 on the floor Sf are supported by the vertical frame walls 2 15 through the vibration-proof rubber 14 and the beam bracket 8 at both ends thereof, and are connected to the vertical frame walls. With a gap D2, most of the beams 5 ... do not directly contact the floor Sf and the vertical frame walls 2,2. On the plurality of beams 5 ..., a plurality of root fences 6 ... formed by prisms made of wood or the like are laid, and the fences 6 ... are parallel to each other and slightly perpendicular to the plurality of beams 5 .... Furthermore, these barriers 6 are laid with a floor 7 formed by floor materials and the like. As described above, according to the first embodiment of the present invention, in the living space Dw, both ends of the plurality of beams 5... Constituting the floor structure Fr are supported by the concrete frame via the beam bracket 8 and the anti-vibration rubber 14 respectively. The vertical frame walls 2, 2 of F make most of the beams 5 ... avoid contact with the floor Sf, but can reduce the transmission of vibration noise to the upper and lower floors and left and right adjacent rooms as much as possible. In particular, most of the beams 5 ... are supported by the vertical frame walls 2, 2 at both ends, so that the vibration noise caused by the weight added to the floor structure Fi * can be dispersed to the concrete frame through the plurality of beams 5 ... F's vertical frame 5 wall 2,2 up and down and horizontal. In addition, on the floor Sf, since the floor structure Fr does not carry a load and does not need to have a sound insulation function, the floor Sf can be made as thin as possible (about 20 to 27 cm) (about 10 ~ 15cm), so that the indoor height of the living space Dw can be increased, the weight of the concrete frame F can be reduced, and the seismic and seismic performance can be improved. Furthermore, by reducing the use of concrete or steel, the building can be reached. The cost of goods itself has been greatly reduced. Furthermore, the floor structure Fr can be supported by the vertical frame wall 2 below the floor 7, so there is no member above the floor structure Fi: to support the floor structure Fr, and the vertical frame wall 2 It can be directly pasted into 15 products, so it can ensure a spacious indoor space. In addition, the beam brackets 8 and 8 are fixed above the ends of most of the beams 5 and do not protrude further below the beams 5 ..., so the gap D1 between the beams 5 ... and the floor Sf can be set as required. As a minimum, as a result, the height of the space under the floor does not increase. 20 As mentioned above, by virtue of the first feature of the present invention, the floor structure is insulated from the floor, that is, these contacts are avoided, so that the vibration noise generated in the floor structure can be minimized to the upper and lower floors, and to the left and right adjacent rooms. Spread, and the sound insulation effect is improved. In particular, both ends of most of the beams constituting the floor structure are supported by vertical frame walls, so that the structure can make the floor structure 14 593854 发明, the vibration noise of the description body spread and propagate through the majority of the beam 5 to the vertical The top and bottom of the frame wall and the horizontal direction improve the sound insulation effect and can stably support the floor structure. Furthermore, by adopting the aforementioned floor support structure, the effective indoor space of the living space Dw is not reduced. In addition, since the floor structure does not have a five-fold load on the floor and does not need to have a sound insulation function, the floor can be made as thin as possible than the conventional floor slab, thereby making the living space DW Increasing the effective height can further reduce the weight of the concrete frame and improve the seismic and seismic performance. Moreover, by reducing the amount of concrete or steel used, the cost of the building itself can be greatly reduced. 10 Next, a second embodiment of the present invention will be described with reference to Figs. 6 to 8. In the second embodiment, the same reference numerals are given to those that are the same as the aforementioned first embodiment. In the second embodiment, the living space Dw has a large width and a partition wall 20 is provided in the middle portion thereof. The middle 15 portions of the long-span beams 5... Are suspended in the partition wall 20. Lift the lifting structure Ha to prevent it from bending and deforming. As clearly shown in FIG. 8, a hanging rod 22 made of a steel bar or the like is extended in the up and down direction in the space portion 21 between the left and right partition walls 20, and the upper end of the hanging rod 22 is fixed to the horizontal frame by screwing. A part of Fh, that is, the foot bolts 23 embedded in the floor 20 of the floor Sf is suspended in a swingable state, and the lower end of the suspension rod 22 is connected to the suspension bolt 24 in a swingable state, and the suspension bolt 24 is fixed to The beam 5 extends between the barrier 6 and the floor 7 and extends above the space 21 in the partition wall 20. The middle part of the suspension rod 22 is clamped with a tension-adjusting metal appliance with anti-vibration rubber 26, that is, an elastic spiral buckle 25. By adjusting the elasticity 15 玖, the spiral buckle 25 of the invention description, the length of the suspension rod 22 can be adjusted, that is, Its tension. Yu Zhongyu Songliang 5 is supported by a suspension rod 22 in the middle of the beam. Therefore, when the length of the cross-training of "5" is prevented, the material can be prevented. The first embodiment is similarly supported by left and right staggered frame walls 2 and 2. The beam 5 can avoid contact with the floor slab, and can minimize the transmission of vibration noise to the upper and lower floors and to the left and right adjacent rooms. As described above, by using the second embodiment according to the present invention, & distortion of wood ' can be prevented. Even when the span of the beam is long, the floor structure is not deformed. Next, a third embodiment of the present invention will be described with reference to Figs. 9 and 1G. In the third embodiment, the same reference numerals are assigned to those which are the same as the aforementioned first and second embodiments. In the third embodiment, each beam 5 is assembled in a state where the position can be adjusted in the vertical direction relative to the vertical structure J 2. On the vertical frame wall 2, the number of supporting members 30... The vertical direction is fixed on the stiffened frame wall 2 with an interval between adjacent beams 5 and 5 in the vertical direction. The supporting member 30 is constituted by a cross-section pin-shaped ridge-shaped steel with a ridged shape, and a central portion of the vertical half is provided with a long hole 31 elongated in the vertical direction. On the vertical frame wall 2, most of the inserts 32 are embedded in the body and face the support member 3 (), and the mounting bolts 34 penetrating the long holes μ through the washers 33 are screwed to the inserts 32 'so that Most of the supporting members 30... Are fixed to the staggered frame wall 2 in a state where the position can be adjusted in the vertical direction. The horizontal halves of the majority of the supporting members 30 ... 30h 16 593854 玖, description of the invention ..., a beam bracket 8 provided in a direction perpendicular to the majority of the beams 5 ... is mounted thereon via the vibration-proof rubber 35, and the beam holder Between the vertical half 8v of the frame 8 and the vertical frame wall 2, other vibration-proof rubber 36 is sandwiched. The above-mentioned beam support 8 is suspended and supported by a plurality of beams 5 ... between adjacent supporting members 30, 30. That is, as shown in FIG. 9, the end portion of the beam 5 is suspended and supported on the horizontal half portion 8h of the beam bracket 8 via the bolts and screws 10 via the vibration-proof rubber 14. Thus, a gap D2 is formed between both ends of most of the beams 5 ... and the vertical frame wall 2, and a gap D1 is formed between the underside of these beams 5 ... and the floor Sf, thereby taking 10, most of the beams 5 ... are not directly Contact floor Sf and vertical frame wall 2,2. A plurality of root fences 6 formed by a wooden prism or the like are laid on the plurality of beams 5. The fences 6... Are parallel to each other and slightly perpendicular to the plurality of beams 5... Floor 7 formed by floor material etc. Thus, the invention in the third embodiment, the two ends of most of the beams 5 ... constituting the floor structure Fr are suspended and supported by a beam bracket 8, and the beam bracket The 8 series is supported by a plurality of supporting members 30 fixed to the vertical frame walls 2 and 2 via the anti-vibration rubber 14. With this structure, the third embodiment also prevents the majority of the crossbeams 5 from contacting the floor Sf, and minimizes the vibration. 20 The noise is transmitted from the floor structure Fr to the upper and lower floors and the left and right adjacent rooms. In particular, in the third embodiment, by using a plurality of supporting members 30 ···, it is possible to adjust the position of the crossbeam 5... In the upper and lower directions with high accuracy and simplicity, that is, the vertical structure of the floor structure Fr with respect to the vertical frame. Position adjustment of wall 2 0 17 593854 发明 Description of the invention As described above, according to the third embodiment of the present invention, the position adjustment of the floor structure with respect to the vertical direction of the vertical frame wall can be easily and accurately performed. Next, a 45th embodiment of the present invention will be described with reference to Figs. 11 to 16. In Figures U and 12, the concrete frame F, which constitutes the beam structure of the aggregate housing, has a horizontal frame portion Fh extending in the horizontal direction to divide the building into a plurality of floors; and extending in the vertical direction to The vertical frame portion ρν where the upper and lower horizontal frame portions Fh are connected to each other. 10 The above-mentioned horizontal frame part has a floor Sf that separates the living space DW into upper and lower floors (which can be made as thin as possible by a person skilled in the art by using the features of the present invention). The lower body is projected integrally. Moreover, the middle part of the floor Sf has two small beams Bs projecting downward and integrally, forming the so-called "front beam structure". In addition, the aforementioned vertical frame part Fv has a frame column 1 which is placed upright in the living space Dw 4 and a frame column connected in parallel! The vertical frame walls 2,3 on the beam Bb between. The opposite of the aforementioned concrete frame F-right and wrong straight frame walls 3, 3, on the floor Sf, there are integrated concrete cow beams 7 and 4 arranged side by side at intervals. Each concrete cow beam 4 is in line with the aforementioned small beam Bs. A vertical gap extends vertically, and a concrete gap s' is formed between the lower surface of each concrete cow beam 4 and the upper surface of the floor Sf. The gap s is interposed with a plate-shaped vibration-proof rubber 9. Then the concrete cow beam 4 is formed when the concrete frame F is washed and filled, and the person who formed it, specifically, the concrete frame (the soil and earth frame F of the H floor) on the next floor is formed, and then washed. On the occasion of pouring the concrete frame of the first floor (for example, the concrete frame F2 of the second floor), the concrete spar 4 is poured on the floor Sf of the lower floor. In addition, in the concrete cow beam 4, a reinforcing line 111 in a concrete frame formed by reinforcing steel or PC steel and spanning the previous floor is embedded to be reinforced. 5 On the floor Sf of the living space Dw on each floor, a floor structure Fr is arranged. The aforementioned floor structure Fr has the same structure on each floor. Therefore, the supporting structure of the floor structure Fr will be described in detail below with reference to FIGS. 11 and 12 and also with reference to FIGS. 13 to 16. Avoid direct contact between the concrete frame F and the floor Sf, and support it between the vertical frame wall 2 and the aforementioned concrete spar 4 or the concrete spar 4 juxtaposed with a gap therebetween. On the floor slab Sf of the k-concrete frame F, a plurality of beams $ are arranged side by side. The beam 5 ... is parallel to each other on a plane and leaves a plurality of gaps D1 between the floor Sf and the upper 15 downward direction. These beams 5 ... Both ends are fixedly supported between the concrete spar beams 4 or between the concrete spar beams 4 and the vertical frame wall 2 as shown in FIG. 14. The support structure of the beam to the concrete cow beam 4 is the same as that of the right and wrong straight frame wall 2 '. Therefore, the support structure of the beam to the concrete cow beam 4 will be described in detail below. 20 Both ends of the majority of the beams 5 ... are integrally combined by the left and right beam brackets 8, 8 extending perpendicularly thereto, and the majority of the beams 5 ... and the left and right beam brackets 8, 8 form a lock frame shape, formed as Maintains high toughness. Each beam 5 is formed by bending a steel plate into a sigma-shaped cross section, and can be formed at a light weight while ensuring sufficient toughness. Beam bracket 8 is as shown in Fig. 15 at 19 ohms, but it is made of equilateral mountain-shaped steel with an anchor shape in cross section. It has a horizontal half 8h and a vertical drop from one end. The half W, the horizontal half 8h is fixed on the end of the cross beam 5 through the anti-vibration rubber 114 through bolts and screws U3, and the half of the center is in a state of facing the side of the concrete cow beam 4 5 Extending upward, there are other anti-vibration rubbers 115 between the two. On the other hand, as shown in Figure 15 and Figure 16, the side of the concrete cow beam 4 can be adjusted in the up and down direction with fixed support. Member 117. Each supporting member 117 is composed of an equilateral mountain-shaped steel with a cross-sectional shape of Jinding, and the vertical part 117v has a long hole 118 elongated in the vertical direction in the center. The side of the concrete cow beam 4 The majority of the inserts are buried together. It is also inside and opposite to the support member 117. The bolts 121 through the long holes 118 through the 塾 and ⑶ through the long holes 118 are screwed to the aforementioned inserts 1 丨 9. The support member 117 is fixed to the state where the position can be adjusted in the up-down direction. 15 on the side of the concrete cow beam 4. On the horizontal half 117h of most supporting members ι7, the beam bracket 8 is mounted thereon via the anti-vibration rubber 122. As shown in FIG. 16, on the aforementioned beam bracket 8, Between the adjacent supporting members 1Π, the "Xi number beams 5 ..." are suspended and supported on the upper cymbals by the aforementioned bolts and screws, and most of the two ends of the beams 5 ... and the side of the concrete cow beam 4 20 A gap D2 is formed between them, and a gap is formed between the underside of these beams 5 •• and the floor Sf: ⑴, so that most of the beams 5 ... do not directly contact the floor Sf and the concrete beam 4. As shown in FIG. 11 As shown in FIG. 12, a plurality of root fences 6 formed by a wooden prism material and the like are laid on a plurality of beams 5. The barriers 6... 20 593854 发明, the description of the invention is mutually Parallel and slightly perpendicular to most of the crossbeams 5..., And the barriers 6. Are laid with a floor 7 formed by a floor material or the like. The floor 7 avoids contact with the aforementioned concrete cattle beams 4. ..., the left and right beam brackets 8, 8, a plurality of barriers 6, ..., and the floor 7 constitute a floor structure 5 F r 〇 As shown in FIG. 14, the support structure of the vertical frame wall 2 at the other end of most of the beams 5... is the same as the support structure of the concrete cow beam 4 at one end of the aforementioned beams 5. A plurality of beams 5 ... 10 arranged with a gap D1 on the floor Sf. The two ends of the beams 5 are suspended and supported on the concrete cattle beams 4 via vibration-damping rubber 114 and beam brackets 8 with a gap D2. Room, or between concrete spar beams 4 and vertical frame walls 2, so that most of the beams 5 ... do not contact the floor Sf. As described above, in the living space Dw, 15 as many as the floor structure Fr constitute the beam 5 ... The ends are supported by the concrete spar beams 4 on the small beam Bs or the concrete spar beams 4 and the vertical frame wall 2 on the girder Bb via the support members 117 ... and the beam brackets 8, 8 so that most of the beams 5 ... Avoid contact with the floor Sf, so the vibration impact on the floor structure Fr will not be transmitted to the floor Sf. 20 Most beams 5 ... Supported between the concrete spar beams 4 or between the concrete spar beams 4 and the vertical frame wall 2 at both ends, can make the vibration noise caused by the weight added to the floor structure Fr, Most of the beams 5 are scattered on the concrete spar beams 4 on the beams Bs or on the vertical frame wall Fh on the beams Bb, especially when the floor area is formed broadly across the beams Bs. 21 593854 玖, invention description by The use of the concrete spar 4 to support the crossbeam 5 allows the vibration noise added to the floor to be distributed to the concrete frame F through the concrete spar 4 to further improve the sound insulation effect. In addition, on the floor Sf, the floor structure Fr cannot bear the load (the weight acting from the concrete cowl 4 through the vibration-proof rubber 9 on the floor 5 Sf is carried by the beam Bs directly below it, and will not be transmitted to Floor Sf), and it does not need to have sound insulation function, so the floor Sf can be made as thin as possible (about 10 ~ 15cm) than the thickness of the conventional floor (20 ~ 27cm), thereby making the living space Dw The higher the indoor height, the weight of the concrete frame F can be reduced, and the seismic and seismic performance can be improved. Furthermore, by reducing the amount of concrete or steel used, the cost of the building itself can be greatly reduced. Furthermore, the floor structure Fr can be supported by a concrete cow beam 4 or a vertical frame wall 2 further below the floor 7, so there is no member above the floor structure Fr to support the floor structure Fr, and the vertical frame 15 on wall 2 can directly paste the finished wall material, so it can ensure a spacious indoor space. In addition, the beam brackets 8 and 8 are fixed above the ends of most of the beams 5 and do not protrude further below the beams 5 ..., so the gap D1 between the beams 5 ... and the floor Sf can be set as required. As a minimum, as a result, the height of the space under the floor does not increase. 20 As described above, according to the fourth embodiment of the present invention, the floor structure and the floor can be insulated in a building having a concrete frame structure with a beam structure connected to a floor and a beam on the floor, that is, these The contact is avoided, so it can reduce the transmission of vibration noise to the upper and lower floors and the adjacent rooms as much as possible, so as to improve the sound insulation effect. In particular, most of the beams constituting the floor structure 22 593854 发明 'Invention Description Supported by the concrete cow beams, or between the concrete cow beams and the vertical frame wall' With this structure, even in a floor structure with a wide floor area, The vibration and noise on it can be dispersed and spread into the concrete structure through the concrete cattle beams on the floor, or the inclined straight frame wall, which not only further improves the sound insulation effect, but also can stably support the floor structure. Moreover, by adopting the aforementioned floor support structure, the effective indoor space on the floor is not reduced. In addition, the floor structure does not have a load-bearing effect, and it does not need to be equipped with a soundproofing machine. Therefore, the floor can be made as thin as possible than the conventional floor plate, thereby enabling the effective height of the living space. Increasing the height can reduce the weight of the concrete structure 10, and improve the seismic and seismic performance. Moreover, by reducing the amount of concrete or steel used, the cost of the building itself can be greatly reduced. Next, a fifth embodiment of the present invention will be described with reference to FIGS. 17 and 18. In this fifth embodiment, the fifth embodiment has the same symbol as the first embodiment, and the fifth embodiment is a crossbeam 5... 2) The supporting structure is different from the aforementioned first embodiment. Most beams juxtaposed parallel to each other on a plane 5. . . The ends are integrally integrated by a beam detecting bracket 8 extending perpendicularly thereto. The traverse frame 8 is formed by an equilateral mountain-shaped steel with a cross-section of a tin-shaped object. The horizontal half ridge is fixed on the end of the cross beam 5 by a screw inspection and a screw 130 through an anti-vibration rubber 131. The straight 8V of the ship crosses most of the beams 5. . . The state of the end face extends downward, and it is fixed to the upper part of the side of the concrete cattle beam 4 by a plurality of foot screws 132 纟 between adjacent beams 5,5. Therefore, most of the beams 5 arranged on the floor Sf with a gap D1 23 20 593854 发明, as described in the invention, and the ends thereof are in a state with a gap D2 via the vibration-proof rubber 131 and the beam bracket 8. Each of them is supported on the concrete spar 4, whereby most of the beams 5... Do not directly contact the floor Sf and the concrete spar 4. 5 In this way, the fifth embodiment also exhibits the same operational effects as the fourth embodiment. Next, a sixth embodiment of the present invention will be described with reference to FIG. In the sixth embodiment, the same reference numerals are assigned to those which are the same as the fourth and fifth embodiments. 10 The sixth embodiment is formed between the lower surface of the concrete spar 4 and the upper surface of the floor Sf, and a gap s of a predetermined width is formed so that the weight added to the floor structure Fr is converted from the concrete spar 4 (vertical frame wall). 2) Bearing. The method of forming a gap of 5 square meters is to use the frame of a template to wash and fill the concrete cow beam 4 and the concrete frame F at the same time. The foamed styrene material U 140 is placed in advance on the concrete cow beam 4 and the floor Sf. After that, the expanded styrene 140 was removed by burning. As described above, according to the sixth embodiment of the present invention, the concrete spar beam 4 and the floor Sf are in a non-contact state with a space of «s. The vibration impact applied to the concrete spar beam 4 will not propagate to the small beam Bs, and From this concrete spar 20 4 (straightened frame wall 2), it spreads to the concrete frame f. & Because the beam brackets are supported by concrete cow beams or staggered frame walls, regardless of the position of the beams, the beams can be supported on concrete cow beams or staggered frame walls. 'It is more accurate and easy Adjust the position of the beam relative to the concrete cattle beam or vertical frame wall. 24 593854 The invention has been described with reference to the first to sixth embodiments of the present invention. However, this month is not limited to these embodiments, and various embodiments can be made within the scope of the present invention. For example, in the foregoing embodiment, the case where the floor supporting structure in the building 5 of the present invention was implemented in a collective house was explained, but it may also be implemented in other concrete buildings. In addition, as the floor of the floor structure, in addition to plastic floor, tatami and other well-known floor materials can also be used. [Brief description of the drawings] 10 Figures 1 to 5 show the first embodiment of the present invention, and figure J is a partial longitudinal sectional view of a collective house having the floor supporting structure of the present invention, and figure 2 is taken along the first Partial fracture plan view of line 2-2 in FIG. 1, FIG. 3 is an enlarged cross-sectional view taken along line 3-3 in FIG. 2, and FIG. 4 is an enlarged view of a part of the imaginary line shown by arrow 4 in FIG. 3, Figure 5 is a sectional view taken along line 5-5 15 of Figure 4. 6 to 8 are views showing a second embodiment of the present invention, FIG. 6 is a partial longitudinal sectional view of a collective house having a floor supporting structure of the present invention, and FIG. 7 is taken along line 7-7 of FIG. 6 The partial fracture plan view, FIG. 8 is an enlarged sectional view taken along line 8-8 of FIG. 7. Figures 9 and 10 show the third embodiment of the present invention, and Figure 9 is a cross-sectional view of the supporting portion of the floor structure along the line 9-9 20 of Figure 10 to the vertical frame wall, Figure 10 It is a sectional view taken along line 10-10 in FIG. 9. 11 to 16 show a fourth embodiment of the present invention, and FIG. 11 is a partial longitudinal sectional view of a collective house having a floor supporting structure of the present invention, and FIG. 12 is along line 12-12 of FIG. 11 Partial fracture plan, Figure 13 is an enlarged sectional view taken along line 13-13 of Figure 12 25 593854 发明, description line of the invention, and Figure 14 is an enlarged sectional view taken along line 14-14 of Figure 12, Figure 15 It is an enlarged view of a part of the imaginary line shown by arrow 15 in FIG. 14 (a cross-sectional view along line 15-15 in FIG. 16), and FIG. 16 is a cross-sectional view along line 16-16 in FIG. Figures 17 and 18 show the fifth and fifth embodiment of the present invention. Figure 17 is a cross-sectional view of the support portion of the concrete beam of the cross beam along the line 17-17 of Figure 18. Figure 18 is along the first A sectional view taken on line 18-18 of Fig. 17. FIG. 19 is a cross-sectional view showing a support portion of a concrete cow beam of a cross beam according to a sixth embodiment of the present invention. [Representative symbols for the main components of the figure] l · ·· Frame Column 22… Hanging Rods 2,3… Vertical Frame Wall 23 ·· Bottom Bolts 4… Concrete Cattle Beams 24… Hanging Bolts 5… Beams 25… Easy Spiral buckle 6 ... Fence 26 ... Vibration-proof rubber 7 ... Shu anti 27 ... Inlay 8 ... Beam bracket 30 ... Supporting member 8h ... Horizontal bracket half 30h ... Supporting member horizontal half 8v ... · Beam bracket vertical half 31 ... long hole 9 ... anti-vibration rubber 32 ... insert 10 ... bolts, nuts 33 ... 塾 circle 12 ... foot bolts 34 ... mounting bolts 14 ... anti-vibration rubber 35 ... Anti-vibration rubber 20 ... partition wall 36 ... anti-vibration rubber 2l ... space section 111 ... reinforcing line 26 593854 玖, description of the invention 113 ... bolt, screw Bb ... beam 114 ... anti-vibration rubber Bs ... small Beam 115 ... Anti-vibration rubber D1 ... Clearance 117 ... Supporting member D2 ... Clearance 117v ... Supporting member vertical half Dw ... Living space 118 ... Long hole F ... Concrete frame 119 ... Insert Fr ... Floor structure 120 ... Loop Fv ... vertical frame part 121 ... mounting bolt Hi ... horizontal frame part 122 ... Ha of rubber vibration suspension structure 130 ··· ... bolt, screw-cap clearance S ... ... 131 Sf of damping rubbers 132 ··· ··· foot floor bolt 140 styrene foam material 27 ?????