九、發明說明： 【發明所屬之技術領域】 本發明係關於一種格版樓層結構及其施工方法；具體 而言’本發明侧於-種建造格版制結構之施工方 法’應用此格版樓層之建築物將可有效減少微振效應之 發生。 【先前技術】 目則製造業廠房之興建’特別是晶圓廠等高科技製造 業廠房，由於精密製程機具需穩定設置之故，其廠房樓 板必須要迠抵抗輕微之振動。為達到上述抵抗微振之要 托，一般均使用具有耐震特性之格子板做為廠房樓板及 安裴機具設備之主要結構。 圖1所不之格子板結構，具有複數個格孔彼此間隔排 列’ 一般係用於需置放精密製程機具之樓層或樓板結 構。然而’部分格子板結構由於受限於原本之設計強度 =應用；^式’ ID此—旦受到超越原設計強度之波動，仍 舊無法有效減少微振效應，對精密製程機具及生產線之 穩定而s皆會造成-定程度之風險。 【發明内容】 本發明之主要目的在於提供一種格版樓層結構，供 有效減少建絲構微振魏之發生。 本發明之另—目的在於提供-齡版樓層結構，供提 升建築結構整體之抗紐與穩定性。 本發明之另—目的在於提供—種格版樓層結構之施 工方法，供有效率的形成格版樓層結構。 本發明之格版樓層結構包含主梁邊框，下層梁以及上 層梁。主梁雜包含朗之複數根第—主梁及並列之複 數根第二主梁，其中第—主梁與第三主梁储角隅之複 數根主柱彼此相連共同圍成主梁邊框。下層梁係跨設於 第二主梁之間’包含複數個溝槽彼此間隔排列；每一根 上層梁包含交錯部，且彼此平行跨置於第一主梁間。其 中下層糸之該些溝槽與複數根上層梁之該些交錯部對應 相接，下層梁與該些上層梁彼此交錯疊合形成栅狀樓層 結構’具有複數個格孔。 本發明同時提供一種格版樓層結構之施工方法，包含 以下步驟：設置一主梁邊框，包含於基地角隅之複數根 主柱間，架設並列之複數根第一主梁彼此平行連接該些 主柱，及架設並列之複數根第二主梁彼此平行連接該些 主柱；接著於第二主梁間跨設下層梁；隨後於第一主梁 間跨置複數根上層梁；最後對應接合該些交錯部與該些 溝槽，形成具有複數個格孔之一栅狀樓層結構。 【實施方式】 本發明提供一種格版樓層結構及其施工方法，供有效 減少建躲碰概應讀生。本發批格版樓層結構 較佳係形成—格版樓層結構單元，可因應賴基地之面 積彼此串聯結合至所需之大小。當建築結構因外力影響 而發生微振，本發狀格版樓騎構所賤之抗微振性 將可有效減少微振效應之發生。此處所言之建築結構， 較佳係指應用本發明格版樓層之建築結構體，例如廠房 建築等。然而在不同實施例中，本發明之格版樓層結構 亦可包含樓房建築、倉儲建築等建築結構。 本發明之格版樓層結構較佳係包含主梁邊框200，下 層梁500以及上層梁600。圖2&至圖6所示為本發明格 版樓層結構之一較佳實施例。如圖2之較佳實施例所示， 主梁邊框200包含並列之複數根第一主梁21〇及並列之 複數根第二主梁220，其中第一主梁210與第二主梁220 係藉角隅之複數根主柱300彼此相連共同圍成主梁邊框 200。在本實施例中’係預先設置或吊放第一主梁21〇及 第二主梁220於複數根主柱300之頂部，形成並列之複 數根第一主梁210及並列之複數根第二主梁220後，於 第一主梁210及第二主梁220與主柱300頂端之交會處 設模灌漿以形成主梁邊框200之角隅。然而在不同實施 例中’亦可使用預鑄之方式直接形成主梁邊框200,而後 吊放至基地角隅之複數根主柱300上。 如圖2a及圖2b之較佳實施例所示，第一主梁21〇之 底端係沿徑向兩側延伸形成凸緣213。如圖2a及圖2b 所示，在此較佳實施例中，第一主梁210係一具倒τ形 剖面之梁結構。然而在不同實施例中，第一主梁21〇亦 可為一般方形或長方形剖面之梁結構，並於底端沿徑向 兩侧設置鋼筋接續器續接鋼筋或設置鋼樑以形成凸緣 213。如圖2a所示，第一主梁210與第二主梁220較佳 均進一步包含上層筋230,上層筋230設置於第一主梁之 頂端211及第二主梁之頂端221，並與該些主柱3〇〇相 連。在較佳實施例中，第二主梁220之頂端221進一步 設置有箍筋組250，與上層筋230套接疊合。 如圖2a及圖2b所示，本發明之格版樓層結構進一步 包含複數根支柱400 ’與下層梁5〇〇、第一主梁21〇及第 二主梁220彼此對應接合。其中下層梁5〇〇、第一主梁 210及第二主梁220係分別具有支柱接合部，支柱4〇〇 之頂端連接有複數根支柱縱向筋42〇,與第一主梁支柱接 合部212、第二主梁支柱接合部您及下層梁支柱接合部 540係彼此對應相接。如圖2a及圖2b之較佳實施例所 示，每一支柱接合部具有複數個接孔541，供該些支柱縱 向筋420穿過該些接孔541後與支柱接合。在此較 佳實施例中，支柱_之頂端係設置有複數個鋼筋續接 器410 ’供與該些支柱縱向⑧接合。然而在不同實施 例中，亦可使用麟之方式，於支柱·之頂端直接形 成該些支柱縱向筋42G。此外，每—支柱接合部較佳係於 1327184 側邊設置有壓力灌漿口，供以微膨脹砂漿壓力灌漿。 如圖2a之較佳實施例所示，本發明格版樓層結構之 下層梁500較佳係沿第一方向8〇〇跨設於第二主梁22〇 之間，並包含複數個溝槽510彼此間隔排列。在此較佳 實施例中，相鄰之兩溝槽510間較佳係設置有複數根梁 箍筋520彼此間次排列，每一梁箍筋52〇具有二側邊及 刀另接一側邊底端之底邊，每一侧邊之自由端彎曲形 成彎勾521 ’如圖2a及圖2b所示。 如圖3a之較佳實施例所示，本發明格版樓層結構之 每一根上層梁600包含複數個交錯部62〇。如圖允所示， 每一根上層梁600較佳係沿第二方向9〇〇彼此平行跨置 於第一主梁210間，其中第二方向9〇〇係平行於第一方 向800之法線方向，該些交錯部62〇與下層梁5〇〇之該 些溝槽510彼此對應相接，交錯疊合形成柵狀樓層結構 11〇(見圖4)，具有複數個格孔12〇(見圖4)。如圖3a所示， 母一根上層梁600之端部較佳係進一步設置有接續筋 610，供搭接於第一主梁21〇上。如圖3a之較佳實施例 所不，第一主梁210之頂端進一步設置有與之對應套接 之箍筋網240，並與接續筋61〇及上層筋23〇疊接。在如 圖3a所示之較佳實施例中，每一根上層梁6〇〇之交錯部 620具有第一側621及第二側622，第一側621及第二側 622分別連接有複數組對偶助箍筋7〇〇彼此間隔排列。如 圖3a所示，交錯部620較佳係進一步包含内嵌之複數個 9 鋼筋續接器630，供與複數組對偶肋箍筋700對應接合。 如圖3a及圖3b所示，複數組對偶肋箍筋700進一步 包含第一對偶肋箍筋710、第二對偶肋箍筋720以及第三 對偶肋箍筋730彼此漸次排列於第一側621。第一對偶肋 箍筋710包含連接部711及支部712 ;第二對偶肋箍筋 720包含連接部721及支部722 ;第三對偶肋箍筋730包 含連接部731及支部732。第一對偶肋箍筋710連接部 711之長度係小於第二對偶肋箍筋720連接部721之長 度，且第二對偶肋箍筋720連接部721之長度小於第三 對偶肋捕助730連接部731之長度。在此較佳實施例中， 如圖3b所示，係先設置連接部長度最小之第一對偶肋箍 筋710,並依序設置次長之第二對偶肋箍筋72〇及長度最 長之第三對偶肋箍筋730與内嵌之複數個鋼筋續接器 630對應接合。 如圖3b之較佳實施例所示，複數組對偶肋箍筋7〇〇 進一步包含第四對偶肋箍筋740、第五對偶肋箍筋750 以及第六對偶肋箍筋760彼此漸次排列於第二侧622。第 四對偶肋箍筋740包含連接部741及支部742;第五對偶 肋箍筋750包含連接部751及支部752;第六對偶肋箍筋 760包含連接部761及支部762。如圖3所示，排列於第 二側622之第四對偶肋箍筋74〇、第五對偶肋箍筋750 以及第六對偶肋箍筋760,係與排列於第一侧621之第一 對偶肋箍筋710、第二對偶肋箍筋720以及第三對偶肋箍 10 1327184 59. 1 χ » I — . J. 筋730彼此對應設置於交錯部620之二侧。如圖3b所示， 在此較佳實施例中’第六對偶肋籍筋760連接部761之 長度係小於第五對偶肋箍筋750連接部751之長度，且 第五對偶肋箍筋750連接部751之長度係小於第四對偶 肋箍筋740連接部741之長度，其設置方式係依第一對 偶肋箍筋710、第二對偶肋箍筋72〇及第三對偶肋箍筋 730之設置方式設置。 如圖4所示，第二主梁220較佳係進一步包含複數組 對偶肋箍筋700設置於第二主梁22〇之二側邊。如圖4 之較佳實施例所示，其中連接於交錯部62〇第一侧621 之複數組對偶肋箍筋700，係與連接於一相鄰交錯部62〇 第二側622之複數組對偶肋箍筋，彼此相嵌形成梁接續 結構770。如圖4之較佳實施例所示，梁接續結構77〇 進一步包含鋼筋帽蓋組670 ,與梁接續結構77〇疊接。在 此較佳實％例巾’梁接續結構77Q之二側係設置有模板 組680，供灌漿以形成梁接續結構7〇〇之整體，如圖$ 所示。在如圖5所示之較佳實施财，模板組680係包 含有卡止柱68卜可滑移地搭接於每—上層梁_之頂 面，俟梁接續結構700灌漿成形後，模板組_即可被 卸載並完成格板樓層結構丨〇〇。 圖6a至圖11所示為本發明格版樓層結構之另一較佳 實施例。如圖6a及圖6b讀佳實施例所示，建築基地 上設置有複數根社彼關賭列，並設置有複數 11 1327184一一_ FTTif 司 ,. i .丨 根支柱400排列於其間。如圖6a所示，第一主梁21〇設 置於相鄰之二主柱300間，下層梁500沿第一方向8〇〇 跨置於相鄰之二支柱400間，平行於第一主梁210。在如 圖6a所示之較佳實施例中’下層梁500另包含下層筋53〇 設置於下層梁500之二端部，第二主梁220則沿第二方 向900並列設置於複數根主柱300間，且下層筋530延 伸穿過支柱接合部與第二主梁220相接，如圖6b所示。 圖7a及圖7b所示為圖6a及圖6b所示實施例之另一 較佳替代實施例，在此實施例中，下層筋53〇延伸穿過 下層梁支柱接合部540，與設置於相鄰格版樓層結構1〇〇 下層梁500之另一下層筋530彼此交錯排列於相鄰之二 支柱400間，以形成橋接結構55〇。在如圖％及圖凡 所示之較佳實施例中，係使用較短跨距之下層梁5〇〇跨 置於相鄰之二支柱400間，並續接長度較長之下層筋 530 ’以形成橋接結構550。 如圖8及圖9所示，第一主梁21〇與第二主梁22 二端之底部較佳係設置有下層筋53Q，供與該些主柱％ 搭接。然而在不同實施例中，亦可於第一主梁21〇及負 二主梁220預鑄成形時，於二端部形成凸緣而跨置_ 些主柱300間。如圖9之較佳實施例所示，複數根上層 梁議係沿第二方向900彼此平行跨置於第-主梁21C 每根上層梁600之交錯部62〇 &含有鞍部_，該 “部640彼此間隔排列形成容置槽㈣橫跨於第一主 12 1327184 39. ? J 3 梁210間。 如圖9及圖ι〇所示，在此較佳實施例中，本發明之 隔板樓層結構1〇〇另包含上層接合梁66〇與容置槽65〇 對應設置。如圖9及圖10之較佳實施例所示，上層接合 梁660具有上層筋661，其中上層筋661延伸穿過容置槽 650 ’部份設置容納於該些鞍部64〇，部分穿越相鄰之^ 部640，而與第二主梁22〇相接。如圖1〇所示，鞍部64〇 另包含有箍筋組641，沿第一方向8〇〇設置於鞍部64〇 之頂面，並與該部份上層筋66〇鄰接。如圖1〇之較佳實 施例所不’鞍部640進一步包含鋼筋帽蓋組67〇，與穿越 相鄰鞍部_之該部分上層筋_ 4接。在此較佳實施 例中’鋼筋帽蓋組670之二側係設置有模板組_，供灌 漿以形成上層接合梁660之整體。在如圖u所示之較佳 實細例中’模板組680係包含有卡止柱681，可滑移地搭 接於每一上層梁_之頂面，俟上層接合梁660灌漿^ 形後，模板組680即可被卸載並完成格板樓層結構1〇〇。 本發月同時^供一種格版樓層結構之施工方法。圖 12所示為本發明格版樓層结構施工方法較佳實施例之步 驟流程圖。如圖12所示，首先進行步驟1〇1〇，設置一主 木邊框。5又置主梁邊框步驟1010包含於-基地角隅之複 數根主柱300間’架設並列之複數根第-主梁210彼此 平打連接馳主柱·，及架設並狀魏根第二主梁 220彼此平行連接該些主柱300，第-主梁21〇與第二主 ¥ 220猎複數根主柱300彼此相連。 設置主梁邊框步驟1010進一步包含於第一主梁21〇 之頂端211及第二主梁220之頂端221設置上層筋23〇, 並連接該些主柱。在前述之上層筋設置步驟中，進一步 包含設置箍筋網240與第一主梁21〇之頂端211對應^ 接’並與上層筋230疊接。並且，前述步驟亦包含二第 一主梁之頂端221設置箍筋組25〇，而與上層筋230疊 接。此外，在進行設置主梁邊框步驟1〇1〇時，進一步^ 含於基地設置複數根支柱4〇〇,並將該些支柱4〇〇與第一 主梁210、第二主梁220所分別具有之支柱接合部接合。 然而在另-健實施例巾’亦可於魏根錄，間預 先設立並排之複數根支柱400彼此間隔排列，而後於複 數根支柱400間跨設下層梁500與複數根並列之第一主 梁300彼此平行設置。 前述之支柱接合步驟進一步包含於每一根支柱4〇〇 之頂端設置複數個鋼筋續接器41〇,以及準備複數根支柱 縱向筋420穿過該些支柱接合部之複數個接孔541，以接 合該些支柱縱向筋420與該些鋼筋續接器41〇。前述之支 柱接合步驟進一步包含於支柱接合部側邊之壓力灌漿 口 ’以微膨脹砂漿壓力灌漿。 接著進行步驟1030’於第二主梁220間跨設下層梁。 下層梁跨設步驟1030包含於並列之第一主梁21〇間跨 设下層梁500與相鄰之二支柱4〇〇相接，下層梁具 1327184 --------- 〜 罔充i 有複數個溝槽510彼此間隔排列。下層梁跨設步驟1030 進一步包含於相鄰之兩溝槽510間設置複數根梁箍筋 ' 520彼此間次排列’及彎曲每一梁箍筋520每一側邊之一 自由端形成彎勾521。前述之下層梁跨設步驟1〇3〇並進 一步包含於苐一主梁220之二側設置複數組對偶肋箍筋 700。此外，在另一較佳實施例中，下層梁跨設步驟1〇3〇 亦包含於下層梁500之二端部續接下層筋500,及延伸下 層筋500與第二主梁220相接。 隨後進行步驟1050，跨置複數根上層梁。上層梁跨 置步驟1050係於並列之第一主梁21〇間，跨置複數根上 層梁6〇〇，每一根上層梁600之二端部設置有接續筋 610 ’供與第一主梁210搭接，其中每一根上層梁6〇〇並 具有交錯部620。上層梁跨置步驟1050包含於每一根上 層梁600之交錯部620設置肋箍筋700。交錯部62〇具有 第一側621及第二侧622’分別供連接複數組對偶肋箍筋 700彼此間隔排列。 上述之肋箍筋設置步驟包含連接第一對偶肋箍筋、第 二對偶肋箍筋以及第三對偶肋箍筋彼此漸次排列於第— 側621，該些對偶肋箍筋之每一肋箍筋均包含有連接部及 支部，第一對偶肋箍筋連接部711之長度小第_ 肋翻連接㈣之長度，且第二龍職筋連第接;^ 之長度小於第三對偶肋箍筋連接部731之長度。相對於 排列該些對偶肋筋於交錯部⑽之第—側621，前述之肋 15 I3ro a 箍筋設置步驟亦包含連接第四對偶簡支箍740、第五對偶 簡支箍750以及第六對偶簡支箍760彼此漸次排列於第 二側622，與第一側621之第一對偶簡支箍710、第二對 偶簡支箍720以及第三對偶簡支箍730彼此對應設置於 交錯部620之二側。 上述之上層梁跨置步驟1050另包含相嵌交錯部620 第一側621之複數組對偶肋箍筋700，與相鄰交錯部620 弟一側622之複數組對偶肋箍筋700’以形成梁接續結構 770。命述之梁接續結構形成步驟進一步包含疊接鋼筋帽 蓋組670與其相接’以及於梁接續結構77〇之二側設置 模板組680，並灌漿形成梁接續結構77〇之整體。 此外，在另一較佳實施例中，上層梁跨置步驟1〇ί 另包含於每一根上層梁600之交錯部620形成鞍部64〔 彼此間隔排列形成容置槽650横跨於第一主梁21〇間 其中，前述之上層梁跨置步驟1050另包含準備一上層4 合梁660與容置槽650對應設置，上層接合梁66〇具g 上層筋661，上層筋661延伸穿過容置槽65〇，部份設】 容納於該些鞍部640，部分穿越相鄰之鞍部64〇與第二」 梁220相接。前述之上層筋設置步驟進一步包含連接聋 筋續接器662於上層筋661之一端部以延伸其長度。 此較佳實施财，上層梁跨置步驟卿另包含於辦 _鄰接上層筋661處設置箍筋組641，以及疊接鋼制 盍組670與穿__部_之部分上層筋叫目接。 16 1327184 最後進行步驟1070，對應接合該些交錯部與該些溝槽， 形成具有複數個格孔120之栅狀樓層結構110，並設模灌 漿以形成格板樓層結構1〇〇。 本發明已由上述相關實施例加以描述’然而上述實施 例僅為實施本發明之範例。必需指出的是’已揭露之實 施例並未限制本發明之範圍。相反地，包含於申請專利 範圍之精神及範圍之修改及均等設置均包含於本發明之 範圍内。 【圖式簡單說明】 圖1所示為習知之格子板結構 圖2a所示為本發明格版樓層結構之組合立體圖 固2b所示為本發明格版樓層結構之組合立體圖 圖3a所示為本發明格版樓層結構之組合立體圖 圖3b所示為本發明格版樓層結構之組合立體圖 Η 4所示為本發明格版樓層結構之組合立體圖 圖5所示為本發明格版樓層結構之組合立體圖 圖6a所示為本發明格版樓層結構另一實施例之組合立體圖 圖6b所示為本發明格版樓層結構另一實施例之組合立體圖 圖7a所示為本發明格版樓層結構另一實施例之組合立體圖 圖7b所示為本發明格版樓層結構另一實施例之組合立體圖 圖8所示為本發明格版樓層結構另一實施例之組合立體圖 17 1327184 99. Ό、-• . 圖9所示為本發明格版樓層結構另一實施例之組合立體圖 圖10所示為本發明格版樓層結構另一實施例之組合立體圖 圖11所示為本發明格版樓層結構另一實施例之組合立體圖 圖12所示為本發明格版樓層結構施工方法之步驟流程圖 【主要元件符號說明】 100格版樓層結構 110柵狀樓層結構 120格孔 200主梁邊框 210第一主梁 211第一主梁頂端 212第一主梁支柱接合部 213凸緣 220第二主梁組 221第二主梁頂端 222第二主梁支柱接合部 230上層筋 240箍筋網 18 1327184 250箍筋組 300主柱 400支柱 410支柱鋼筋續接器 420支柱縱向筋 500下層梁 510溝槽 520梁箍筋 521彎勾 530下層筋 531下層筋鋼筋續接器 540下層梁支柱接合部 541接孔 550橋接結構 600上層梁 610接續筋 620交錯部 621第一側 622第二側 630交錯部鋼筋續接器 640鞍部 641鞍部箍筋組 650容置槽 1327184 rn 1 8.. 660上層接合梁 661上層筋 662上層筋鋼筋續接器 663鋼筋 670鋼筋帽蓋組 680模板組 681卡止枉 700對偶肋箍 710第一對偶肋箍 711第一連接部 712第一支部 720第二對偶肋箍 721第二連接部 722第二支部 730第三對偶肋箍 731第三連接部 732第三支部 740第四對偶肋箍 741第四連接部 742第四支部 750第五對偶肋箍 751第五連接部 752第五支部 20 1327184 760第六對偶肋箍 761第六連接部 762第六支部 770梁接續結構 800第一方向 900第二方向IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a grid floor structure and a construction method thereof; in particular, 'the invention is applied to a construction method of a grid-type structure' to apply this grid floor The building will effectively reduce the occurrence of microvibration effects. [Prior Art] The construction of manufacturing plants, especially high-tech manufacturing plants such as fabs, must be stabilized against the slight vibrations due to the stable setting of precision process tools. In order to achieve the above-mentioned resistance to micro-vibration, the grid plate with seismic resistance is generally used as the main structure of the plant floor and the ampoules equipment. The lattice plate structure shown in Fig. 1 has a plurality of grid holes spaced apart from each other. </ RTI> generally used for floors or floor structures where precision process tools are to be placed. However, 'partial grid structure is limited by the original design strength = application; ^ type 'ID this is subject to fluctuations beyond the original design strength, still can not effectively reduce the micro-vibration effect, the stability of precision process tools and production lines Both will cause a certain degree of risk. SUMMARY OF THE INVENTION The main object of the present invention is to provide a grid floor structure for effectively reducing the occurrence of the micro-vibration of the wire structure. Another object of the present invention is to provide an age-old floor structure for improving the overall resistance and stability of the building structure. Another object of the present invention is to provide a method of constructing a grid floor structure for efficient formation of a grid floor structure. The grid floor structure of the present invention comprises a main beam frame, a lower beam and an upper beam. The main beam miscellaneous includes a plurality of roots of the Lang—the main beam and the plurality of second main beams juxtaposed, wherein the first main beam and the plurality of main main columns of the third main beam storage angle are connected to each other to form a main beam frame. The lower beam is spanned between the second main beams and includes a plurality of grooves spaced apart from each other; each of the upper beams includes an interlaced portion and is spanned in parallel with each other between the first main beams. The trenches of the middle and lower layers are correspondingly connected to the interlaced portions of the plurality of upper beams, and the lower beams and the upper beams are alternately overlapped with each other to form a grid-like floor structure' having a plurality of cells. The invention also provides a construction method for a grid floor structure, comprising the steps of: setting a main beam frame, comprising a plurality of main columns between the base corners, and arranging a plurality of first main beams parallel to each other to connect the mains a column, and a plurality of second main beams erected in parallel to connect the main columns in parallel; then, a lower beam is spanned between the second main beams; then a plurality of upper beams are spanned between the first main beams; and finally the interlacing is performed correspondingly And the grooves form a grid-like floor structure having a plurality of cells. [Embodiment] The present invention provides a grid floor structure and a construction method thereof for effectively reducing the number of built-up students. The floor structure of the present invention is preferably formed into a grid floor unit, which can be combined with each other in series to the required size according to the area of the base. When the building structure is slightly vibrated due to the influence of external forces, the anti-vibration property of the hair-frame building of this hair style frame can effectively reduce the occurrence of the micro-vibration effect. The building structure as referred to herein preferably refers to a building structure to which the grid floor of the present invention is applied, such as a factory building or the like. However, in various embodiments, the grid floor structure of the present invention may also include building structures such as building construction and storage buildings. Preferably, the grid floor structure of the present invention comprises a main beam frame 200, a lower beam 500 and an upper beam 600. 2 & to Fig. 6 shows a preferred embodiment of the floor structure of the present invention. As shown in the preferred embodiment of FIG. 2, the main beam frame 200 includes a plurality of first main beams 21 并 and a plurality of second main beams 220 juxtaposed, wherein the first main beam 210 and the second main beam 220 are The plurality of main columns 300 are connected to each other to form a main beam frame 200. In this embodiment, the first main beam 21〇 and the second main beam 220 are pre-set or suspended on top of the plurality of main columns 300 to form a plurality of first main beams 210 and a plurality of parallel second main beams. After the main beam 220, a mold grout is formed at the intersection of the first main beam 210 and the second main beam 220 and the top end of the main column 300 to form a corner ridge of the main beam frame 200. However, in various embodiments, the main beam frame 200 can be directly formed using a crucible and then hoisted onto a plurality of main columns 300 of the base corner. As shown in the preferred embodiment of Figures 2a and 2b, the bottom end of the first main beam 21 has a flange 213 extending along both sides in the radial direction. As shown in Figures 2a and 2b, in the preferred embodiment, the first main beam 210 is a beam structure having an inverted τ-shaped cross section. However, in different embodiments, the first main beam 21〇 may also be a generally square or rectangular cross-section beam structure, and a reinforcing bar joint is disposed on the radial side at the bottom end to continue the reinforcing bar or to provide a steel beam to form the flange 213. . As shown in FIG. 2a, the first main beam 210 and the second main beam 220 preferably further include an upper layer rib 230 disposed on the top end 211 of the first main beam and the top end 221 of the second main beam, and These main columns are connected to each other. In the preferred embodiment, the top end 221 of the second main beam 220 is further provided with a stirrup set 250 that is overlaid with the upper layer 230. As shown in Fig. 2a and Fig. 2b, the grid floor structure of the present invention further includes a plurality of pillars 400' and the lower beam 5'', the first main beam 21'' and the second main beam 220 being coupled to each other. The lower beam 5〇〇, the first main beam 210 and the second main beam 220 respectively have a pillar joint portion, and the top end of the pillar 4〇〇 is connected with a plurality of pillar longitudinal stiffeners 42〇, and the first main beam pillar joint portion 212 The second main beam strut joint portion and the lower beam strut joint portion 540 are correspondingly connected to each other. As shown in the preferred embodiment of Figures 2a and 2b, each of the post joints has a plurality of attachment holes 541 through which the post longitudinal ribs 420 are engaged with the posts. In this preferred embodiment, the top end of the post is provided with a plurality of rebar adapters 410' for engaging the longitudinal ends 8 of the posts. However, in various embodiments, the pillar longitudinal ribs 42G may be formed directly on the top of the pillars by means of a lining. In addition, each of the strut joints is preferably provided with a pressure grouting port on the side of 1327184 for pressure grouting with micro-expansion mortar. As shown in the preferred embodiment of FIG. 2a, the lower beam 500 of the grid floor structure of the present invention preferably spans between the second main beam 22A along the first direction 8〇〇 and includes a plurality of trenches 510. They are spaced apart from each other. In the preferred embodiment, the adjacent two grooves 510 are preferably provided with a plurality of beam stirrups 520 arranged next to each other, and each of the beam stirrups 52 has two sides and one side of the knife. The bottom end of the bottom end, the free end of each side is bent to form a curved hook 521 ' as shown in Figures 2a and 2b. As shown in the preferred embodiment of Figure 3a, each of the upper beam 600 of the grid floor structure of the present invention includes a plurality of interleaved portions 62A. As shown in the figure, each of the upper beams 600 is preferably disposed between the first main beams 210 in parallel with each other in the second direction 9〇〇, wherein the second direction 9 is parallel to the first direction 800. In the line direction, the interlaced portions 62〇 and the trenches 510 of the lower beam 5〇〇 are correspondingly connected to each other, and are alternately stacked to form a grid-like floor structure 11〇 (see FIG. 4) having a plurality of cells 12〇 ( See Figure 4). As shown in Fig. 3a, the end of the parent upper beam 600 is preferably further provided with a connecting rib 610 for lapping the first main beam 21A. As shown in the preferred embodiment of Fig. 3a, the top end of the first main beam 210 is further provided with a stirrup net 240 correspondingly sleeved thereto, and is overlapped with the connecting rib 61〇 and the upper layer rib 23〇. In the preferred embodiment shown in FIG. 3a, the interlaced portion 620 of each upper beam 6 has a first side 621 and a second side 622, and the first side 621 and the second side 622 are respectively connected with a complex array. The pair of auxiliary stirrups 7 are arranged at intervals. As shown in Fig. 3a, the interlaced portion 620 preferably further includes a plurality of embedded 9 rebar retainers 630 for corresponding engagement with the complex array of dual rib stirrups 700. As shown in Figures 3a and 3b, the complex array dual rib stirrup 700 further includes a first dual rib stirrup 710, a second dual rib stirrup 720, and a third dual rib stirrup 730 that are progressively aligned with each other on the first side 621. The first dual rib stirrup 710 includes a connecting portion 711 and a branch portion 712; the second dual rib stirrup 720 includes a connecting portion 721 and a branch portion 722; and the third dual rib stirrup 730 includes a connecting portion 731 and a branch portion 732. The length of the first dual rib stirrup 710 connecting portion 711 is smaller than the length of the second dual rib stirrup 720 connecting portion 721, and the length of the second dual rib stirrup 720 connecting portion 721 is smaller than the third dual rib catching 730 connecting portion. The length of 731. In the preferred embodiment, as shown in FIG. 3b, the first dual rib stirrup 710 having the smallest length of the connecting portion is firstly disposed, and the second dual rib stirrup rib 72 次 and the longest third length are sequentially disposed. The dual rib stirrup 730 is correspondingly engaged with a plurality of inlaid reinforcing bar splicers 630. As shown in the preferred embodiment of FIG. 3b, the complex array dual rib stirrups 7 further includes a fourth dual rib stirrup 740, a fifth dual rib stirrup 750, and a sixth dual rib stirrup 760. Two sides 622. The fourth dual rib stirrup 740 includes a connecting portion 741 and a branch portion 742; the fifth dual rib stirrup 750 includes a connecting portion 751 and a branch portion 752; the sixth dual rib stirrup 760 includes a connecting portion 761 and a branch portion 762. As shown in FIG. 3, the fourth dual rib stirrup 74 〇, the fifth dual rib stirrup 750, and the sixth dual rib stirrup 760 arranged on the second side 622 are the first pair of pairs arranged on the first side 621. Rib stirrup 710, second dual rib stirrup 720, and third dual rib hoop 10 1327184 59. 1 χ » I — . J. The ribs 730 are disposed on opposite sides of the staggered portion 620. As shown in FIG. 3b, in the preferred embodiment, the length of the sixth dual rib rib 760 connecting portion 761 is smaller than the length of the fifth dual rib stirrup 750 connecting portion 751, and the fifth dual rib stirrup 750 is connected. The length of the portion 751 is smaller than the length of the fourth dual rib stirrup 740 connecting portion 741, and the manner is set according to the first dual rib stirrup 710, the second dual rib stirrup 72 〇, and the third dual rib stirrup 730 Mode setting. As shown in FIG. 4, the second main beam 220 preferably further includes a complex array of dual rib stirrups 700 disposed on two sides of the second main beam 22A. As shown in the preferred embodiment of FIG. 4, the complex array of dual rib stirrups 700 coupled to the first side 621 of the interleaved portion 62 is coupled to a complex array of dual sides 622 coupled to an adjacent interleaved portion 62. The rib stirrups are embedded with each other to form a beam joint structure 770. As shown in the preferred embodiment of Figure 4, the beam splicing structure 77 〇 further includes a rebar cap set 670 that is spliced to the beam splicing structure 77. In the preferred side of the preferred embodiment, the beam splicing structure 77Q is provided with a template group 680 for grouting to form a beam splicing structure 7 , as shown in FIG. In the preferred embodiment shown in FIG. 5, the template group 680 includes a locking post 68 slidably attached to the top surface of each of the upper beam _, and the slab splicing structure 700 is grouted and formed, and the template group _ can be uninstalled and complete the grid floor structure. Figures 6a through 11 illustrate another preferred embodiment of the floor structure of the present invention. As shown in the preferred embodiment of Figures 6a and 6b, the building base is provided with a plurality of gambling columns, and is provided with a plurality of 11 1327184 one-one FTTif divisions, i. As shown in FIG. 6a, the first main beam 21 is disposed between the adjacent two main columns 300, and the lower beam 500 is spanned in the first direction 8 〇〇 between the adjacent two pillars 400, parallel to the first main beam. 210. In the preferred embodiment shown in FIG. 6a, the lower beam 500 further includes lower ribs 53 〇 disposed at two ends of the lower beam 500, and the second main beam 220 is juxtaposed to the plurality of main columns along the second direction 900. 300, and the lower rib 530 extends through the strut joint to interface with the second main beam 220, as shown in Figure 6b. 7a and 7b show another preferred alternative embodiment of the embodiment shown in Figs. 6a and 6b. In this embodiment, the lower layer rib 53〇 extends through the lower beam strut joint 540 and is disposed in the phase The adjacent lower layer ribs 530 of the adjacent floor structure 1 are disposed alternately between the adjacent two pillars 400 to form a bridge structure 55A. In the preferred embodiment shown in Figures and Figures, the lower span of the lower beam is used to span the adjacent two struts 400 and the slab 530 ' To form a bridge structure 550. As shown in FIG. 8 and FIG. 9, the bottoms of the first main beam 21〇 and the second end of the second main beam 22 are preferably provided with lower layer ribs 53Q for overlapping with the main columns. However, in different embodiments, when the first main beam 21〇 and the negative two main beam 220預鑄 are formed, a flange is formed at both ends to span between the main columns 300. As shown in the preferred embodiment of FIG. 9, the plurality of upper beam guides are parallel to each other in the second direction 900 and are placed across the first main beam 21C. The interlaced portion 62 of each upper beam 600 含有& contains a saddle _, which The portions 640 are spaced apart from each other to form a receiving groove (4) spanning the first main 12 1327184 39. J J beam 210. As shown in Figures 9 and ι, in the preferred embodiment, the partition of the present invention The floor structure 1 〇〇 further includes an upper joint beam 66 〇 corresponding to the accommodating groove 65 。. As shown in the preferred embodiment of FIGS. 9 and 10 , the upper joint beam 660 has an upper rib 661 , wherein the upper rib 661 extends through The over-receiving groove 650' is partially disposed in the saddle portion 64〇, partially passes through the adjacent portion 640, and is in contact with the second main beam 22〇. As shown in FIG. 1A, the saddle portion 64〇 further includes The stirrup set 641 is disposed on the top surface of the saddle portion 64〇 in the first direction 8〇〇 and is adjacent to the portion of the upper layer rib 66〇. As shown in the preferred embodiment of the present invention, the saddle portion 640 further includes a steel cap. The cover set 67〇 is connected to the upper layer rib _4 which traverses the adjacent saddle _. In the preferred embodiment, the 'reinforcing cap set 670 bis The side system is provided with a template group _ for grouting to form the entirety of the upper joint beam 660. In the preferred embodiment shown in Fig. u, the template group 680 includes a locking post 681, which can be slidably overlapped On the top surface of each upper beam _, after the upper layer joint beam 660 is grouted, the template group 680 can be unloaded and complete the grid floor structure 1 〇〇. This month is also used for the construction of a grid floor structure. Fig. 12 is a flow chart showing the steps of a preferred embodiment of the method for constructing a floor structure according to the present invention. As shown in Fig. 12, first, step 1〇1〇 is set, and a main wooden frame is set. Step 1010 includes: arranging juxtaposed plurality of root-main beams 210 to be connected to each other in a plurality of main columns 300, and erecting the Weigen second main beams 220 to be connected to each other in parallel The main column 300, the first main beam 21〇 and the second main 220 are connected to each other. The main beam frame step 1010 is further included in the top end 211 of the first main beam 21〇 and the second main beam 220. The top end 221 is provided with an upper rib 23 〇 and is connected to the main columns. The step further includes disposing the stirrup web 240 corresponding to the top end 211 of the first main beam 21〇 and overlapping the upper layer rib 230. The foregoing step also includes setting the stirrups at the top end 221 of the first main beam. The group 25 〇 is overlapped with the upper layer rib 230. In addition, when the step 1 〇 1 设置 of the main beam frame is set, the plurality of struts 4 设置 are further included in the base, and the pillars 4 〇〇 The main beam 210 and the second main beam 220 respectively have the pillar joints joined to each other. However, in the other embodiment, the plurality of pillars 400 may be arranged side by side in the Weigen record, and then arranged in parallel with each other. The first main beam 300 in which the lower straddles 500 and the plurality of juxtaposed between the strut 400 are disposed in parallel with each other. The foregoing pillar joining step further includes providing a plurality of reinforcing bar splicers 41 顶端 at the top end of each of the struts 4 〇, and preparing a plurality of connecting holes 541 through the plurality of ribs 541 of the plurality of struts The pillar longitudinal ribs 420 are joined to the reinforcing bar splicers 41 〇. The foregoing column joining step further includes pressure grouting at the side of the strut joint portion to grout with micro-expansion mortar pressure. Next, step 1030' is performed to straddle the lower beam between the second main beams 220. The lower beam spanning step 1030 is included in the juxtaposed first main beam 21, and the lower beam 500 is connected to the adjacent two pillars 4〇〇, and the lower beam has 1327184 --------- ~ i has a plurality of trenches 510 spaced apart from each other. The lower beam spanning step 1030 further includes placing a plurality of beam stirrups 520 between the adjacent two grooves 510 and arranging each other at each of the sides of each of the beam stirrups 520 to form a curved hook 521 . The lower layer beam spans step 1〇3〇 and further includes a complex array of dual rib stirrups 700 disposed on two sides of the first main beam 220. In addition, in another preferred embodiment, the lower beam spanning step 1〇3〇 is also included in the lower end of the lower beam 500 to continue the lower layer rib 500, and the extended lower layer rib 500 is in contact with the second main beam 220. Step 1050 is then performed to span the plurality of upper beams. The upper beam spanning step 1050 is between the juxtaposed first main beams 21, and the plurality of upper beams 6〇〇 are spanned, and the two ends of each upper beam 600 are provided with a connecting rib 610' for the first main beam. 210 is overlapped, wherein each of the upper beams 6 turns and has an interlaced portion 620. The upper beam spanning step 1050 includes rib stirrups 700 disposed at the staggered portion 620 of each of the upper beam 600. The interlaced portion 62 has a first side 621 and a second side 622', respectively, for connecting the double array of rib ribs 700 to each other. The rib stirrup setting step includes connecting the first dual rib stirrup, the second dual rib stirrup, and the third dual rib stirrup to gradually align with each other on the first side 621, and each of the dual rib stirrups Each includes a connecting portion and a branch, the length of the first dual rib stirrup connection portion 711 is small, the length of the rib joint is connected to the length of the fourth joint, and the length of the second dragon rib is connected; the length of the second rib is less than the third rib joint connection The length of the part 731. The foregoing rib 15 I3ro a stirrup setting step also includes connecting the fourth dual couple ferrule 740, the fifth dual couple ferrule 750, and the sixth dual pair with respect to arranging the pair of ribs on the first side 621 of the staggered portion (10). The simple ferrules 760 are gradually arranged on the second side 622, and the first dual ferrule 710, the second dual ferrule 720 and the third dual fulcrum 730 of the first side 621 are disposed corresponding to each other in the staggered portion 620. Two sides. The upper beam spanning step 1050 further includes a complex array of dual rib stirrups 700 on the first side 621 of the embedded staggered portion 620 and a complex array of dual rib stirrups 700' on the side 622 of the adjacent interleaved portion 620 to form a beam. The continuation structure 770. The beam splicing structure forming step further includes the splicing of the reinforced cap group 670 and the stencil 680 on both sides of the beam splicing structure 77 and grouting to form the beam splicing structure 77. In addition, in another preferred embodiment, the upper beam spanning step 1 is additionally formed on each of the upper beam 600 staggered portions 620 to form a saddle portion 64 [ spaced apart from each other to form a receiving groove 650 spanning the first main The upper layer beam spanning step 1050 further includes preparing an upper layer 4 joint beam 660 corresponding to the accommodating groove 650, the upper layer joint beam 66 g g upper layer rib 661, and the upper layer rib 661 extending through the accommodating The groove 65 is partially housed in the saddle portion 640, and partially passes through the adjacent saddle portion 64 and is in contact with the second "beam" 220. The foregoing upper rib setting step further includes connecting the rib follower 662 to one end of the upper rib 661 to extend its length. In the preferred implementation, the upper beam straddle step is further included in the _ adjacent upper rib 661 to set the stirrup group 641, and the overlapped steel 盍 group 670 and the upper reinforced layer _ _ _ part of the upper layer ribs. 16 1327184 Finally, in step 1070, the interlaced portions and the trenches are joined to form a grid-like floor structure 110 having a plurality of cells 120, and the mold is filled to form a grid floor structure. The present invention has been described by the above related embodiments. However, the above embodiments are merely examples for implementing the present invention. It must be noted that the disclosed embodiments do not limit the scope of the invention. On the contrary, the modifications and equivalents of the spirit and scope of the invention are included in the scope of the invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a conventional lattice plate structure. FIG. 2a shows a combined perspective view of a grid floor structure of the present invention. FIG. 2b shows a combined perspective view of the grid floor structure of the present invention. 3D is a perspective view of the combination of the floor structure of the present invention. FIG. 5 is a perspective view showing the combination of the floor structure of the grid of the present invention. FIG. 6a is a perspective view showing a combination of another embodiment of the grid floor structure of the present invention. FIG. 6b is a perspective view showing another embodiment of the grid floor structure of the present invention. FIG. FIG. 7 is a combined perspective view of another embodiment of the grid floor structure of the present invention. FIG. 8 is a combined perspective view of another embodiment of the grid floor structure of the present invention. 1327184 99. Ό, -• . 9 is a perspective view showing a combination of another embodiment of the floor structure of the present invention. FIG. 10 is a perspective view showing another embodiment of the floor structure of the present invention. FIG. 11 is a perspective view of the present invention. FIG. 12 is a flow chart showing the steps of the construction method of the floor structure of the present invention. [Main component symbol description] 100 grid floor structure 110 grid floor structure 120 grid hole 200 main beam frame 210 First main beam 211 first main beam top end 212 first main beam strut joint 213 flange 220 second main beam set 221 second main beam top end 222 second main beam strut joint 230 upper layer rib 240 stirrup net 18 1327184 250 stirrup group 300 main column 400 pillar 410 pillar steel bar continuator 420 pillar longitudinal rib 500 lower layer beam 510 groove 520 beam stirrup 521 curved hook 530 lower layer rib 151 lower layer reinforcement continuator 540 lower beam support joint 541 Hole 550 bridging structure 600 upper beam 610 connecting rib 620 staggered portion 621 first side 622 second side 630 staggered portion rebar splicer 640 saddle portion 641 saddle stirrup group 650 accommodating groove 1327184 rn 1 8. 660 upper layer joint beam 661 Upper layer 662 upper layer reinforcement bar 663 reinforced steel 670 steel cap group 680 template group 681 card 枉 700 dual rib hoop 710 first dual rib hoop 711 first connecting portion 712 first branch 720 second dual rib hoop 721 Erlian Portion 722 second branch 730 third dual rib 731 third connection 732 third branch 740 fourth dual rib 741 fourth connection 742 fourth branch 750 fifth dual rib 751 fifth connection 752 fifth branch 20 1327184 760 sixth dual rib hoop 761 sixth connection portion 762 sixth branch portion 770 beam connection structure 800 first direction 900 second direction