經濟邹智慧財產局員工消費合作社印製 436557 J A7 _ B7 "Ί 五、發明說明（/ ) 本發明僑有關於一種鋼费建物之結構，特別是指在鋼 骨柱樑上植上缠接構件，並將連接器以螺接元件與缄接構 件相組接，俾利將牆面結構之支架與橫樑予Μ接固，以便 於架設牆面結構，再將牆面結構與上、下樓層鋼筋網週邊 彎設之錨定鋼條相接固；柱樑部份則直接將支架槽鐡以螺 接元件與續接構件固接，且結構內並穿設有補強鋼條，爾 後，在職面結構之支架及柱樑之支架槽鐵外緣舖設網格片 並以封網元件釘固後，即可直接由開口處灌注混凝土，如 此而得到一施工快速、結構結實之耐震建築結構。 按，一般常見的鋼骨混凝土或鋼骨鋼筋混凝土建築構 造，大多如第一圖所示，其大多係於上、下横樑10間以鐵 線辦固、鐵釘釘固橫板A，再於前後二相對橫板Λ內填灌 混凝土 11，待混凝土 11於一段時間凝固後，再將橫板A — —拆下，此即為習知之鋼骨混凝土（或鋼骨鋼筋混凝土） 建築結構，然，習知鋼骨混凝土（或鋼骨鋼筋混凝土）建築 構造其結構及於施工時卻存在有下列之缺失： 一、 鋼箭鋼筋混凝土之施工中，鋼筋混凝土部份之配 筋較難*且因不易與鋼骨搭接，而注往依靠混凝土握裹來 傳遞或承受應力，不但结合性差，可靠性亦有問鼯，甚至、 影響建築物之結構安全。 二、 鋼费鋼筋混凝土之施工中，横板組裝不易，橫板 面上之雜物或為釘模綁置鐵線等裝置繫條，又或吊桿所鑛 孔之雜屑將影響混凝土品質外，且鑽孔亦容易_破水踅管 路，造成日後漏水及改善修理時需打除結構體混凝土，而 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）4 -----；------裝 ----!訂·！ •線 (請先閲讀背面之ii意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 43655 7 a7 ___B7____ 五、發明說明（\ ) 損及結構體之缺失。 三、 鋼骨鋼筋混凝土之施工中，由於構材內的鋼骨、 鋼筋與橫板間隙狹窄，除增加混凝土澆置及搗實之困難外 ，更因混凝土係在密閉之橫板内ί堯置，峰寓（如因灌獎時 氣泡所產生之空孔洞）情形因無法事先察知，遂無法即時 加Μ改善，容易形成結構包覆不實現象。 四、 鋼骨鐧筋混凝土之施工中，由於牆柱等構件的高 度較大•且橫板（為定型之規格）又不易開口湊置，使混凝 土ΐ堯置後會發生淫水、凝固收縮，而影變混凝土品質。 五、 鋼费鋼筋混凝土之施工中，结構體之胞工包括鋼 骨、鋼筋、模板及混凝土漠置等工程，除施工晃面多外， 施工工程進行之人員需求、調配與管理均相當困難，因而 難Κ確保工程之品質。 六、 鋼骨鋼筋混凝土之施工中，鋼筋、模板及支擦等 材料之儲放，除空間需求較大外，更形成妨礙工作人員之 通行及施工作業所需順暢性之障礙，並m加工地環境管理 之負荷。 七、 鋼骨鋼筋混凝土之施工中，係使用木橫板隔置出 一灌號空間，而該等木橫板除易腐蝕’使用壽命短，且係 鼷臨時性作業，使用之模板及支擦材料對整體結構並無加 強之效益，除造成資源浪費外，其製作材料之蓮用反而造 成森林賣源之浪費。 八、 鋼骨鋼筋混凝土構造之基本原理為鋼骨與鋼筋混 凝土兩都份結合成一體來共同承受外力作用’但兩者界面 本紙張尺度適用t國國家標準（CNS)A4規格（210 X 297公釐）厂 -----— — — — —-----------^ ------ t I i I {請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 4 3 〇55 7 a7 B7 -------- ~ 五、發明說明（$ ) 除樨裹不良’而易生_裂外’鋼筋混凝土部份’易因配筋 Λ之不足或遭逢地篾或受到外力撞擊時*其構衬之大變彤 而開裂、破碎，輕則因内部管路遭破壞而易潑水外’甚者 更嚴麈影響結構之安全° 九、當牆面内埋設管路（PVC塑膠管）時，由於管路 兩側之壁面較薄，易因地震或日曬產生龜裂，造成下雨時 水漆進入室内之現象。 緣此*本發明人有鑑於習知方法確實存在有上述缺失 ，而長年以來均未能有所究破，Μ至於建築業主不僅無法 承擔日益高漲之工資*而且鋼骨鋼筋混凝土結構亦無法達 成構件、組件工廠生產，現地組裝及漠置混凝土之複合化 工法之目標’為此:本發明人本著多年從事〕逮築行業·專業之 經驗，在歷經不斷試驗、研究，遂得Μ首創出本發明。 本發明之主要目的，其主要係在提供一種可迅速將牆 面結構架設於鋼骨結構體上、下横樑之間或外側面，Μ供 架設網格Μ後於灌注混凝土時，結構糸統形成整體性之穩 固，結構朝性增強具附震功效，並且當牆面結構架設於上 、下橫樑外側面時》牆面重量可由鋼骨結構體予以分擔， Μ減輕牆面負荷。 本發明之另一主要目的，其係在提供一種能將輔肋結 構框設鋼骨結構之柱、樑型鋼周緣側面，以供架設網格Μ 圍設包覆，再由開口灌注混凝土，而使柱、樑結構結實， 旦耐震力提高。 本發明之主要特徵，係設有：鋼骨結構體，係由型鋼 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）厶 ------------- -裝-------- 訂 --------線 (請先閱讀背面之注意事項再填寫本頁) 65 57 Α7 Β7 經濟部智慧財產局員工消費合作社印製 五、發明說明（ί·) 為立柱、横樑之主鋼骨搭設構成，主鋼骨板面預植有許多 續接構件’又於主鋼骨之结構區間組設有支架榷鐵及補強 綱條所構成之輔助結構，且於其中之若干支架槽鐵板面並 _設有通流孔；樓層鋼材结構’係舖設於横樑主鋼骨上-面 ，其係設樓層鋼板及交錯排列之鋼筋網等所構成；若1千連 接器，係與橫樑主鋼骨相接組，於連接器之—側面板上設 有螺孔，K對應横樑主鋼骨之續接構件，可供互為螺接’ 而其向外伸之另側則設為組接片；牆面結構，其係與横機 主綱骨之續接構件以連接器對應架接；網格片，係舖設包 覆於鋼骨結構體之架接的鋼材結構外圍，並可作為外f莫会罔 使用。 有關本發明為達上述目的及功效，兹舉出較佳可行實 胞例，並配合圖式所示，詳述如下： 首先請參閱第二圖所示*本發明主要係包括如下之结 構： 鋼骨結構體2 : Μ型鋼為立柱、橫樑之主鋼骨3、4 ’ 且在於立柱主鋼骨3及横裸主鋼骨4之板面上預先植置若 千的績接構件30、40，該等續接構件30、40係採如剪力釘 型態，於其桿端係Μ電溶點供與鋼骨板面電熔固接形成一 體，而其朗外側端則設為組接部300、400，乃供其他續接 元件接組；又，柱、樑輔助結構31、4].(請配合參閱第三 圖所示），對應與主鋼骨3、4組設，係設有： 若干支架槽鐡310 _、410，框設於主鋼骨3、4周緣角隅 ，其係圼L型板，於板面上佈設转干穿孔311、411Μ對應 本紙張尺度適用中國國家標準<CNS)A4規格（21〇x 297公釐）了 III --------—裝------- 訂---It-----線 {請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 ^36557^ A7 --E__— 五、發明說明（r) 主鋼骨3、4上的續接構件30、40之組接部300、400，供_ Μ螺接元件N將支架槽鐵3].〇、410與主鋼骨3、4螺組I貞阖 ，其次，在其中之支架槽纖310、410板面並開設有若千通 流孔312、412，可供混凝土流通；並且，在於框圍成塑之 鋼柱（機）内部空間中，並穿設有若干補強鋼條33、43，如 此，便構成柱、樑之輔助結構31、41 ; 另，於支架榷鐵310、410兩兩相向端邊内壁適當處哥 設有連接繫件34、44接連，如此更能增加輔助結構31、41 之硬度、強度，更有效增進對機、柱結構的輔助及包漬功 效，在於該等連接繫件34、44兩端分別有通孔340、440Κ 對應鑛接件30、40之組接部300、400 Μ及支架槽鐡310、 410之穿孔311、411 (請同時配合參閱第三a、b、c圖所示 )，使之螺組固接，又該等連接繫件34、44係可設為板狀 或槽鋼、或角鋼等鋼材所構成； 樓層鋼材結構5 (請配合參閱第二圖所示），其係設 於横裸主鋼骨4上方，其主要在於橫樑主鋼骨4上方板面 鋪設樓曆鋼板50，並又於樓層鋼板50上方再鋪設交錯排列 之綱筋網51，並且鋼筋網51週邊彎設有錨定鋼條510，該 錨定鋼條510係分別於横樑主鋼骨4外側向上及向下凸伸 (其中於一樓地面之錨定鋼條510則僅向上凸伸）； 若干連接器6 :係與建築物鋼骨結構體2之橫機主鋼骨 4板面上之續接構件40接組，其以螺接元件N將連接器6 加Μ固接於横裸主鋼骨4上’該連接器6於—側板面上設 有二螺孔60Μ對應縝接構件4〇之組接部400，而其向外伸 本紙張又度適用中國國家標準（CNS)A4規格（210 χ 297公釐）公 --— — ill! -裝------訂-----線 - C請先間讀背面之注意事項再填寫本頁) 436557 A7 Β7 五、發明說明（心） 之另側則設為組接Μ <31，於其板面上並設有二對接孔610 ，俾Μ牆面結構7之支架70與之固接； {請先閲讀背面之注意事項再填寫本頁) 牆面結構7 :該牆面結構7係架設於鋼骨结構體2之 橫樑主鋼骨4之外側，該牆面結構？（如第二、四圖所示 )，係設有數支架70，各支架70間再穿設數横商鋼條72及 數直暨鋼條73，而其中支架70係設由二平行角鋼700中間 接組有若干連接桁架701，又角鋼700之外側面上挖設有數 穿孔702，角鋼700側端鍵固有接合板703，接合板703板 面上兩側各設有長條狀之穿孔704，供與連接器6對應組 接； 經濟部智慧財產局員工消費合作杜印製 組接架設時，首先係將型鋼立柱、橫襟主鋼骨3、4於 預定設置處搭建架設接組成鋼骨結構體2之主骨架，再於 其中主鋼赞3、4之結構區間外側組設輔肋結構31、41之支 架槽纖310、410和連接繫件34、44 (如第三圖所示），Μ 及於結構區間内穿設補強鋼條33、43，其次，於橫樑主鋼 費4上方板面舖置樓層鋼材結構5 (請參考第二圖所示） ，亦即將樓層鋼板50設於橫樑主鋼骨4之上方板面*又於 樓餍鋼板50板面上舖組鋼筋網51，之後再把牆面结構7， 接組架設於鋼骨結構體2之外側，其係將牆面結構7之各 支架70組接於連接器6側邊，首先令該牆面結構7支架70 上方之接合板703與連接器6之組接Μ 61貼合，再分別以 螺接元件Ν穿過連接器6之對接孔610及接合板703之穿 孔704螺鎖固接，並藉由穑面結構7之里長條狀之穿孔704 而可便於架設時誤差之調節，次將横向鋼條72穿通搭於各 本紙張尺度適用中國國家標準（CNS)A4規格（210x 297公釐 43^557 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明（γ) 支架70之連接術架701上（又其中之横向鋼條72係可另設 圼設穿入有二鋼條瑕成，而二鋼條於中央部位圼搭接重曼 ’ Μ同時增加牆面中段之強度），待穿設並銲固完横向鋼 條72之後，再銲固直豎鋼條73於兩兩支架70間之横向鋼條 72 ’再將鋼筋網51週邊彎設之錨定鋼條510與牆面結構7 之橫向鋼條72相接固（可Μ金屬線綁固或旱固方式接固 )，如此即可完成外側牆面结構7之欺設工作。 又*上、下樓層牆面接組時，係Μ另一手段實施*如 第五圖所示：將連接器6 Μ其組接片61與牆面结構7之支 架70直接輝固，而其螺孔60亦係與横樑主鋼骨4固接，次 將上方曼接之另一樓曆牆面7Μ其支架70下端的接合板703 與連接器6之組接片61 (其已與下方樓層之牆面接結固接） 貼合，再分別Μ螺接元件Ν穿過連接器6之對接孔610及 接合板703之穿孔704螺鎖固接，即可完成上、下樓層牆 面結構7之搭組*是為另一較佳可行實皰例。 再者，另於建築物内部之隔間牆面結構8，請配合參 閱第六圖所示，其係對應架設於鋼骨結構體2之內部横樑 主鋼骨4位置處，二者間係Μ—連接器6’圼近似L型狀， 於其水平板面上設有螺孔60’ ，供可對應續接構件40之組 接咅Ρ400螺組，而另側垂直之板面則設為組接片61’ ’其板 面上設有二對接孔610’ ；而該牆面结構8係設由數支架80 兩外側供舖設有網格Η9，於各支架80間再穿設數橫向鋼 條82，而其中支架80係設由二平行對向豎立之π型槽鋼800 ，於其對稱之兩側板面間組接有連接析架sen，又槽鋼8〇〇 本紙張尺度適用中國國家標準（CNS)A4規格（2】0 X 297公釐）/ (7 --------------裝--------訂---------線 (請先閱讀背面之注意事項再填寫本頁) A7 436557 B7___ 五、發明說明（》） 之外側背板面上挖設有數穿孔802，槽鋼800桿端焊固有接 合板803，接合板803並有二長孔狀之穿孔804以對應連接 器6’其組接M61’板面上之對接孔610’。 組接架設時，首先將連接器6’K其水平板面上之螺孔 60’對應横樑主鋼骨4板面之續接構件40其組接部400螺組 固定，而再把隔間部分之牆面結構8其各支架80上方之接 合板803，對應與連接器6'之組接片61’貼合，並令接合板 803上之穿孔804與連接器6’之二對接孔610’銳合，再分別 Μ螺接元件N穿過連接器6 ’之對接孔610 ’及支架80上之穿 孔804螺組接合，且藉由於長條孔狀之穿孔804而可便於 牆面結構8架設時誤差之調節；次將橫向鋼條82窜接於各 支架80之連接桁架801上，且可視結構之需要又於橫向鋼 條82上可再縛固直豎鋼條，最後苒將網格Μ 9組接於牆面 結構8其支架8C外側面之穿孔802，如此即完成一側牆面 结構8之架設工作。 又，上、下樓層隔間牆面又可以S —手段實施接組’ 其係將連接器6’Μ其垂ιϊ面板一側之組接片(Π ’與牆面結 構8之艾架直接焊固，如第七圖所示，其次再Μ連接器6 ’ 之螺孔60·對應橫樑主鋼骨4板面之纊接構件40其組接部 400螺接固定，即可完成位於横樑側邊之隔間牆面結構8 之搭組，是為另一較佳可行實施例。 惟，該牆面結構8，亦可運用於結構體外壁的牆面結 構之男一可行實施例 當結搆鋼骨、鋼筋架組搭設完成後’於结構表面組殷: 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）/ / -------—It---裝 -------^---1---I 1^- (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 經濟部智慧財產局員工消費合作杜印製 4 3 6 5 5 I a7 _____B7___ 五、發明說明（） 網格H9，該網格Η 9係藉封網元件90而與立柱、橫樑主 鋼骨3、4之支架槽鐡310、410，或又與連接構件33、34Μ 及供與牆面結構7、8之支架70、80板面螺組固接（請配合 參閲第八〜十二圖所示），並且穿設於結構糸統内之鋼條 (如横向鋼條或補強鋼條）當牆面與柱、樑交接時，鋼條 尾端可設圼彆;入另一相接結構内，具！為錨定'、補強作用 ，另’該網格片9係可採鑛鍊鋼網製成，其供可提高結構 體整體勒性*並使網内混凝土不爆裂，謂表面少龜裂之裂 痕’旦可直接形成外橫使用，可免去架置橫板胞工之麻煩 費事；當完成封固外横網後，便可進行灌注混凝土 ：將混 凝土直接由結構上預留之灌雖開口灌入，而混凝土具流動 性經預先開設之通流孔312、412，又另，當逢機牆交角處 之輔助結構41，其懸空角之支架槽鐵410角端係形成一斜 面導角C (如第十二圖所示），其可供混凝土流通順暢， 如此，使之可流通於樓層、牆柱、牆機.、柱機結構内，當 混凝土凝固後，混凝土即被牢牢包覆並與結構内之鋼骨、 _筋具更佳之握裏Κ抗應力，螫體結構極具抗震動性及增 進結構強度。 待整幢建築物之擦、柱及牆面完成後，再以水泥娥料 Κ塗敷於牆面（如第八〜十二圖所示之表面均以泥賭粉飾 )，並Μ鏝刀抹平牆面5而由於本發明之牆面平整，未有 習用Μ橫板架設之凹凸不平現象*故於整平牆面時可較為 輕黯、省力。 由Κ上說明可知，本發明確實具有下列之優點及切效 本紙張尺度適用中國國家標準（CNS)A4規格（21〇χ297公釐）/> ! — —1!!裝！ —訂---— II---線 (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 4 3 655 7 . A7 ____B7 _ 五、發明說明（fc?) 一、 續接構件、柱樑結構輔助支架、牆面·结構支·架及 網格Η、各式接合元件均可在工廠加工生產’除施工快、 品質穩定、效率高外’更可達到自動化生產之目標’正常 情況，以本工法施工將可節省1/2〜2/3之工期，進而節省 利息支出。 二、 續接構件Μ植钉焊固於型鋼上，並以螺接元件與 柱樑結構及牆面結構之支架加Μ固接*除使混凝土與型鋼 穩固結合外，且使包覆柱樑之輔助結構以及牆面結構與柱 樑型鋼完美固結*改善習知鋼箭鋼筋混凝土’其鋼骨、鋼 筋及混凝土界面結合不良之缺失，同時也有效提高結構的 耐震性。 三、 Μ網格片替代橫板，並Μ封網元件與支架及支架 槽鐵固接，進而使得鋼贵、支架.反網格片整體連接外，更 由於網格片具有高韌性*而使網格片内之混凝土能受完好 的束制，在地震或碰撞時，混凝土不萬爆開、碎裂。 四、 包復柱樑之輔助結構及牆面結構係槽鐵或祈架型 式之支架，除可自動化生產、施工快、品質高外，其支架 整體強度又較傳統鄉紮鋼筋方式為更佳、且更穩固。 五、 Μ網格片替代橫板，柱、牆内配管明顯可見，除 無傅統橫板紮綁繫條時，常鑽破配管之虞外*更可隨意開 口或預留灌獎口來灌注混凝土，並且混凝土有無蜂窩現象 ，亦可一目瞭然，灌猜確實狀況容易掌握。 六、 Μ網格Η替代楔板，除安裝容易外，更無橫板圃 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）f令 --- - -------裝--------訂---------線 (請先閲讀背面之注意事項再填寫本頁) A7 4 3 6557,, B7____ 五、發明說明（丨ί ) 或模板面之雜物影響混凝土界面品質，並且免用支撐、繫 條及吊桿等其他輔助施工器具，增大作業空間，另外亦無 需大空間來儲放橫板材料，可保工地環境潔淨，更無因過 度製作木橫板而導致浪費森林實源之反環保行為。 七、 东工法設計理念係κ鋼骨反桁架型式之支架為主 ，鋼筋及混凝土為輔，施工則以工廠生產為主，工地組裝 及灌漿修飾為輔，而且以螺接元件及各式接合配件來固接 支架及網格片所構成之結構，除接合可靠外，並可減少施 工界面及胞工人員之需求》因此管理容易，工程品質相對 獲得保障。 八、 Μ網格Η替代橫板，澆置混凝土之氣泡可由網格 中之孔洞向外溢散，再加Μ輕微搗實混凝土即可密實，同 時混凝土漿並能補實綱格孔而無習知之蜂寓情形，並較無 浮水琨象發生，且混凝土凝固後亦無須拆除橫板之麻煩費 事，並且牆面平整度佳，易於施工者修整牆面外表，其藉 由粗縫的網格界面而有肋穩固粉刷之泥賭，而使牆面不易 龜裂。 九、 當牆面造於上、下樓層之構架外側時，混凝土凝 固後，牆面結構藉樓層板之錨定鋼條與樓板結合，藉由連 接器Μ續接構件與鋼骨結構體结合，可使牆面结構形成一 承載牆外，隔間用之牆面結構的網格Η内，則可灌注輕質 混凝土 * Μ減輕構材之負荷。 十、牆面内埋設管路（PVC塑膠管）時，由於牆面外側 有網格Η保護，故即使管路兩側之壁面較薄，於地震、強 本紙張尺度適用中國國家標準（CNS)A4規格（210 x 297公釐） -------------^ -------- ^---- ---- (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 4 3 65 5 7,A7 B7 五、發明說明（A) 烈曰曬後亦不會有龜裂之情況發生。 Η-一'、可整幢建築物之牆面結構架設完後，再逐層灌 號，達到施工人員一次進場後即施工完成，沒有Μ往架設 牆面及灌漿須不斷交叉進場，而發生待工之琨象。 十二、水電配管可於各支架架設完後進行，接管、穿 管及裝盒不必打鑿橫板’並在封網後由於網格片之可透視 性，可隨時檢查管線配置之正確性，同時亦可在打設混凝 土前完成試水，以確定有無漏水現象，俾利即時修配。 綜上所述，本發明實施例確能達到所預期之功效及使 用目的，且更已突破習用結構存在之問題，實已符合發明 專利之申請要件*又本發明申講前更未曾公知、公用》當 已能符合發明專利之申請要件·爱侬法提出專利申請，懇 請早日審結，並賜准専利，實深任感荷。 圃式之簡單說明 第一圖所示係為習知鋼骨混凝土建築之結構剖面示意圖。 第二圖所示係為本發明實施例之分解圖。 第三圖所示係為本發明實施例之輔助結構立體圖。 第三a、b、c圖所示係為本發明實施例之輔助結構其連接 繫件之結構類型。 第四圖所示係為本發明實胞例之牆面結搆立體圖。 第五圖所示係為本發明另一實施例之檣面結構接合狀態參 考圖。 第六圖所示僑為本發明實施例之另一牆面結構分解圖。 第七圖所示係為本發明實施例之另一牆面結構接合狀態參 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） ---------------05.--- (請先閱讀背面之注意事項.再填寫本頁) τ 經濟部智慧財產局員工消費合作社印餐 A7 436557 _B7_ 五、發明說明（θ) 考圖㈡：， 第八圖所示係為本發明之牆柱結構組成剖視圖㈠。 第九圖所示係為本發明之牆柱結構組成剖視圖㈡。 第十圖所示係為本發明之樯柱結構組成剖視圖㈢。 第十一圖所示係為本發明之樓曆、樑牆結構組成剖視圖㈠ 第十二圖所示係為本發明之樓層、樑牆结構組成剖視圖㈡ 〇 圖示中之參照數號： A 模板 10 横樑 11 混凝土 Η 螺接元件 2 鋼骨結構體 3 立柱主鋼费 4 橫裸主鋼费 30 - 40 續接構件 300 、400 組接部 31 - 41 輔助結構 310 、410 支架槽鐵 311 ' 411 穿孔 312 、412 通流孔 320 、420 封網元件 33、 4 3 補強鋼條 34 - 44 連接繫件 340 '、440 通孔 5 樓層鋼材結構 50 樓曆鋼板 51 鋼筋網 510 織定鋼條 6 - 6 r 連接器 60 - 60, 螺孔Printed by the Zou Intellectual Property Bureau Employee Consumer Cooperative 436557 J A7 _ B7 " Ί V. Description of the Invention (/) The present invention relates to the structure of a steel building, especially refers to the entanglement of steel steel pillar beams. Component, and the connector is connected with the connection component by screwing components, and the bracket of the wall structure and the beam are fixed to facilitate the erection of the wall structure, and then the wall structure and the upper and lower floors The anchoring steel bars bent around the reinforcement mesh are connected to each other; the column beam part is directly connected to the bracket slot with screw connection elements and the continuity member, and the structure is also provided with reinforcing steel bars. After the grids are laid on the outer edges of the bracket grooves of the structure and the column beams and nailed with mesh sealing elements, the concrete can be poured directly from the openings, so that a seismic-resistant building structure with fast construction and strong structure is obtained. According to the common steel-reinforced concrete or steel-reinforced concrete building structures, as shown in the first figure, most of them are tied to the upper and lower cross beams by iron wires, and nails are used to fix cross plate A, and then Fill the concrete 11 in the two opposite transverse plates Λ before and after the concrete 11 solidifies for a period of time, then remove the transverse plate A — this is the conventional steel-reinforced concrete (or steel-reinforced concrete) building structure. However, the structure and construction of steel-reinforced concrete (or steel-reinforced concrete) buildings are known to have the following shortcomings: 1. In the construction of steel-reinforced concrete, the reinforcement of the reinforced concrete part is difficult * and not easy. It overlaps with the steel frame, and relies on the concrete grip to transfer or bear the stress. Not only is the combination poor, the reliability is also questionable, and even the structural safety of the building is affected. 2. In the construction of steel reinforced concrete, it is not easy to assemble the horizontal plate. Debris on the horizontal plate surface or the wire tie of the device such as the nail mold and the iron wire, or the debris of the ore hole of the hanger will affect the quality of the concrete. And the drilling is also easy _ breaking the water pipe, causing structural leakage in the future and improving the repair of concrete. The paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm) 4 --- -; --- -------------- Order! • Line (Please read the notice on the back of the page before filling out this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 43655 7 a7 ___B7____ 5. Description of the invention (\) Damage and lack of structure. 3. In the construction of steel-framed reinforced concrete, due to the narrow gap between the steel frame, the steel bars and the transverse plates in the structural material, in addition to the difficulty of placing and tamping the concrete, the concrete is placed in a closed transverse plate. However, the situation of Fengyu (such as the voids generated by the bubbles during the potting) cannot be detected in advance, so it cannot be improved immediately, and it is easy to form structural coatings that are not realized. 4. In the construction of steel-reinforced concrete, the height of components such as walls and pillars is large, and the horizontal plate (for the fixed specifications) is not easy to put in place, so that the concrete will be swollen, solidified and contracted after being placed. Affects the quality of concrete. V. In the construction of steel-reinforced concrete, the structural workers of the structure include steel skeletons, steel bars, formwork, and concrete desertion. In addition to the large number of construction surfaces, the personnel requirements, deployment and management of the construction project are very difficult. It is therefore difficult to ensure the quality of the project. 6. In the construction of steel-reinforced concrete, the storage of materials such as steel bars, formwork and support wipers, in addition to the large space requirements, also forms obstacles that hinder the passage of workers and the smoothness required for construction operations. The burden of environmental management. 7. In the construction of steel-reinforced concrete, wooden slabs are used to separate a numbering space, and these wooden slabs are not easy to corrode except for their short service life, and they are used for temporary operations. The material does not enhance the overall structure. In addition to the waste of resources, the lotus used to make the material is a waste of forest sales. 8. The basic principle of steel-reinforced concrete structure is that both steel and reinforced concrete are combined to bear external forces. But the interface between the two is applicable to the national standard (CNS) A4 specification (210 X 297). Li) Factory ------- — — — —----------- ^ ------ t I i I {Please read the notes on the back before filling this page) Ministry of Economic Affairs Printed by the Intellectual Property Bureau employee consumer cooperatives 4 3 055 55 7 a7 B7 -------- ~ V. Description of the invention ($) Easy to produce except for poor packing _ cracks except for 'reinforced concrete part' easy to cause When the reinforcement Λ is insufficient, or when it is hit by ground or when it is hit by an external force *, the structure of the lining changes and cracks and breaks, and it is easy to spill water because the internal pipeline is damaged. Nine, when pipes (PVC plastic pipes) are buried in the wall, because the walls on both sides of the pipes are thin, it is easy to cause cracks due to earthquakes or sunlight, causing water paint to enter the room when it rains. Because of this * the inventor has the above-mentioned shortcomings in the conventional method, and has not been able to explore it for many years. As for the building owner, not only can't afford the rising wages *, but also the steel-reinforced concrete structure can't reach the components. The goal of the compound chemical method for production of component plants, on-site assembly and deserted concrete is' for this: the inventor has been engaged in for many years] capturing the industry and professional experience, and after continuous testing and research, he has achieved the first for M invention. The main object of the present invention is to provide a structural system that can quickly erect a wall structure on the steel structure, between the lower beams, or on the outer side of the steel structure. The overall stability is formed, the structural orientation is enhanced with seismic effects, and when the wall structure is erected on the outer side of the upper and lower beams, the weight of the wall can be shared by the steel structure, which reduces the wall load. Another main object of the present invention is to provide a peripheral side of a column and a beam-shaped steel that can frame a rib structure with a steel rib structure, so as to be covered by the erecting grid M, and then inject concrete through the opening, so that Column and beam structure is strong, and the seismic resistance is improved. The main feature of the present invention is that it is provided with a steel skeleton structure, which is made of steel and paper. The size of the paper is applicable to China National Standard (CNS) A4 (210 X 297 mm). ------------ --Install -------- Order -------- line (please read the notes on the back before filling this page) 65 57 Α7 Β7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs Description of the invention (ί ·) It is composed of the main steel skeletons of columns and beams. The main steel skeleton plate surface is pre-planted with many continuity members. There are also brackets and reinforcing bars in the structural section of the main steel skeleton. The auxiliary structure is constructed, and some of the bracket groove iron plate surfaces are provided with through holes; the floor steel structure is laid on the main beam of the beam, and it is provided with floor steel plates and staggered reinforcement meshes. If one thousand connectors are connected with the main beam of the beam, a screw hole is provided on the side panel of the connector, and K corresponds to the continuation member of the main beam of the beam, which can be used as a screw for each other. And the other side of the outward extension is set as a connection piece; the wall structure is connected with the continuation member of the main skeleton of the flat knitting machine with a connector; the grid , Based on the laying cladding frame structure of steel structural steel peripheral contact, and as the outer f Mo will indiscriminately used. In order to achieve the above-mentioned object and effect of the present invention, examples of better viable cells are given, and shown in the drawings, which are detailed as follows: First, please refer to the second figure. * The present invention mainly includes the following structure: Steel Bone structure 2: The M-shaped steel is the main steel bones 3 and 4 ′ of the column and the crossbeam, and thousands of joint members 30 and 40 are pre-implanted on the plate surface of the main steel frame 3 and the horizontal bare main steel frame 4. These connection members 30 and 40 adopt the form of shear nails. At the end of the rods, they have an M melting point for electric fusion and solidification with the steel plate surface, and their outer ends are set as assembly parts. 300 and 400 are for the connection of other continuity components; and column and beam auxiliary structures 31 and 4]. (Please refer to the third figure for cooperation), corresponding to the main steel frame 3 and 4 ： A number of bracket grooves 310 _, 410 are framed at the corners 3 and 4 of the main steel frame. They are L-shaped plates, and the dry perforations 311 and 411M are arranged on the surface of the plate. Corresponding to the paper standard, Chinese national standards are applicable. ; CNS) A4 specification (21 × 297 mm) III ------------ install ------- order --- It ----- line {Please read the note on the back first (Fill in this page again) Printed by the Consumers' Cooperative of the Ministry of Economic Affairs of the Ministry of Economic Affairs ^ 36557 ^ A7 --E __—— V. Description of the invention (r) Assembly sections 300 and 400 of the continuity members 30 and 40 on the main steel frames 3 and 4 for _ Μ The screw connection element N connects the bracket groove iron 3]., 410 and the main steel frame 3, 4 screw group I, and secondly, the bracket groove fiber 310, 410 in the board surface is provided with Ruo Qiantong flow holes 312, 412, which can be used for concrete circulation; and, is located in the inner space of the steel columns (machines) surrounded by a frame, and is provided with a plurality of reinforcing steel bars 33, 43, so that it forms the auxiliary structures 31, 41 of columns and beams; In addition, connection brackets 34 and 44 are provided at the appropriate inner walls of the two opposite ends of the brackets 310 and 410. This can increase the hardness and strength of the auxiliary structures 31 and 41, and effectively improve the structure of the machine and the column. The auxiliary and encapsulation effect is that the two ends of the connection systems 34 and 44 have through holes 340 and 440K respectively, which are corresponding to the joints 300 and 400 Μ of the mining joints 30 and 40 and the perforations 311 of the bracket grooves 310 and 410. , 411 (please refer to Figures 3, a, b, and c at the same time) to make the screw group fixedly connected, and these connection systems 34 and 44 can be set as boards It is made of steel such as channel steel or angle steel; floor steel structure 5 (please refer to the second figure for reference), which is located above the horizontal bare main steel frame 4, which is mainly laid on the surface of the cross beam main steel frame 4. Floor calendar steel plate 50, and a staggered mesh network 51 is laid on the floor steel plate 50, and an anchoring steel bar 510 is bent around the reinforcing steel network 51, and the anchoring steel bar 510 is respectively connected to the main steel frame of the beam 4 The outer side protrudes upwards and downwards (of which the anchoring steel bar 510 on the ground on the first floor only protrudes upwards); several connectors 6: are connected to the main steel frame 4 of the flat knitting machine of the steel structure 2 of the building The upper connection member 40 is connected to the group by screwing the connector 6 plus M to the horizontal bare main steel frame 4 with a screwing element N. The connector 6 is provided with two screw holes 60M on the side plate surface for corresponding connection. The assembly portion 400 of the component 40, and the outwardly-extending paper is also applicable to the Chinese National Standard (CNS) A4 specification (210 x 297 mm) mm ----ill! ----- Line-C Please read the precautions on the back before filling this page) 436557 A7 Β7 V. The other side of the description of the invention (heart) is set to connect M < 31, There are two docking holes 610 on the surface, and the bracket 70 of the UM wall structure 7 is fixedly connected to it; {Please read the precautions on the back before filling this page) Wall structure 7: This wall structure 7 is set up on Outside the main steel frame 4 of the beam of the steel frame structure 2, the wall structure? (As shown in the second and fourth figures), there are several brackets 70, and a number of horizontal quotient steel bars 72 and several straight and steel bars 73 are passed between each bracket 70, and the bracket 70 is arranged in two parallel angle steels 700. The indirect group has several connecting trusses 701, and a number of perforations 702 are dug on the outer side of the angle steel 700, and the end plates of the angle steel 700 are provided with inherent joint plates 703. The two sides of the plate 703 are provided with strip-shaped holes 704 for Corresponds to connector 6; The consumer cooperation of the Intellectual Property Bureau of the Ministry of Economic Affairs, when the printed unit is erected, first of all, the steel steel columns and cross-steel main steel frames 3 and 4 are erected at a predetermined setting to form a steel frame The main skeleton of 2 is further provided with bracket groove fibers 310, 410 and connecting members 34, 44 (as shown in the third figure) of the auxiliary rib structure 31, 41 outside the structural section of the main steel Zan 3, 4. And reinforced steel bars 33 and 43 are arranged in the structural section. Secondly, the floor steel structure 5 is laid on the surface of the main beam 4 of the beam (refer to the second figure), and the steel plate 50 on the floor is also installed on the beam main. The steel plate 4 above the steel frame 4 is laid with a reinforced mesh 51 on the steel plate 50 of the building floor, and then the wall The structure 7 is connected to the outer side of the steel structure 2 by connecting the brackets 70 of the wall structure 7 to the side of the connector 6. First, the joint plate 703 and the bracket 70 above the bracket 70 of the wall structure 7 are connected. The connector 6 of the connector 6 is bonded together, and then screwed through the mating hole 610 of the connector 6 and the through-hole 704 of the joint plate 703 by screwing components N, and is fastened by a long strip in the face structure 7. The shape of the perforation 704 can facilitate the adjustment of the error during the installation. The horizontal steel bar 72 is passed through the paper. The standard of the Chinese paper (CNS) A4 (210x 297 mm 43 ^ 557 A7 B7) is used. Printed by the employee's consumer cooperative V. Description of the invention (γ) The connection of the bracket 70 to the bracket 701 (and the horizontal steel bar 72 can be set separately. The second steel bar is penetrated and the second steel bar is at the center圼 Overlap heavy man 'M while increasing the strength of the middle section of the wall). After the horizontal steel bars 72 are installed and welded, the vertical steel bars 73 are welded to the horizontal steel bars 72 between the two brackets 70. Connect the anchoring steel bar 510 bent around the reinforcement mesh 51 with the transverse steel bar 72 of the wall structure 7 (may be M Metal wires are tied or connected in a dry manner), so that the installation of the outer wall structure 7 can be completed. * When the upper and lower floors are connected to the wall, it is another means of implementation * as shown in the fifth figure : Fix the connector 6M with its connecting piece 61 and the bracket 70 of the wall structure 7 directly, and its screw hole 60 is also fixed with the main beam 4 of the beam, and then connect the upper floor to another building calendar The joint plate 703 at the lower end of the bracket 70 on the wall 7M is connected to the assembly piece 61 of the connector 6 (which has been fixedly connected to the wall surface on the lower floor), and then the M screw elements N pass through the butt joint of the connector 6 respectively. The hole 610 and the perforation 704 of the joint plate 703 are screw-locked to complete the assembly of the wall structure 7 on the upper and lower floors *, which is another preferred and practical example. Furthermore, the compartment wall structure 8 inside the building, please refer to FIG. 6 for cooperation, which is correspondingly erected at the position of the main steel frame 4 of the internal beam of the steel frame 2 Ｍ—The connector 6 ′ is approximately L-shaped, and has a screw hole 60 ′ on the horizontal plate surface for the assembly of the 咅 Ρ400 screw group that can correspond to the continuation member 40, and the vertical plate surface on the other side is set as The assembly piece 61 '' is provided with two butting holes 610 'on the surface of the plate; and the wall structure 8 is provided with a number of brackets 80 on both sides for laying grid Η9, and a number of transverse steels are inserted between each bracket 80. Article 82, among which the bracket 80 is provided by two parallel opposite π-shaped channel steel 800, and the connecting frame sen is connected between the symmetrical two sides of the plate surface, and the channel steel 800 is applicable to Chinese national standards. (CNS) A4 specification (2) 0 X 297 mm) / (7 -------------- install -------- order --------- (Please read the precautions on the back before filling in this page) A7 436557 B7___ V. Description of the invention (") The number of perforations 802, channel steel 800 rod end welding inherent joint plate 803, and joint plate 803 are dug on the outer back plate surface. And has two long holes The hole 804 corresponds to the mating hole 610 'on the M61' board surface of the connector 6 '. When the assembly is set up, firstly the screw hole 60' on the horizontal plate surface of the connector 6'K corresponds to the main steel frame of the beam. The connection member 40 of the 4 plate surface is fixed by the screw joint 400, and the joint plate 803 above each bracket 80 of the wall structure 8 of the compartment portion corresponds to the group connection piece 61 'of the connector 6'. Laminate and make the through hole 804 on the joint plate 803 and the butt hole 610 'of the connector 6' sharp, and then the M screwing element N passes through the butt hole 610 'of the connector 6' and the through hole on the bracket 80, respectively. The 804 screw group is connected, and the error adjustment of the wall structure 8 can be facilitated by the long hole-like perforation 804. The horizontal steel bar 82 is connected to the connecting truss 801 of each bracket 80, and the structure can be seen. It is necessary to bind the vertical steel bars to the horizontal steel bars 82 again. Finally, the grid M 9 group is connected to the perforations 802 on the outer side of the bracket 8C of the wall structure 8 and the wall structure 8 on one side is completed. Erecting work. In addition, the walls of the upper and lower floor compartments can be connected by S-means to implement the group, which is to connect the connector 6′Μ and its vertical. The connecting piece on the side of the panel (Π 'is directly welded to the moxa frame of the wall structure 8, as shown in the seventh figure, and then the screw hole 60 of the M connector 6' corresponds to the 4th surface of the main beam of the beam. The jointing member 40 is screwed and fixed to its assembly portion 400 to complete the assembly of the partition wall structure 8 on the side of the beam, which is another preferred embodiment. However, the wall structure 8 A viable example of a wall structure that can also be applied to the outer wall of a structure. When the structural steel frame and steel frame set are completed, the structure surface group Yin: This paper size applies to the Chinese National Standard (CNS) A4 specification (210 X 297 mm) // --------- It --- installation ------- ^ --- 1 --- I 1 ^-(Please read the precautions on the back before filling this page ) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs, printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, printed by 3 3 5 5 I a7 _____B7___ V. Description of the invention 90 and brackets 310, 410 of columns and brackets 3, 4 of the main beams of the cross beam, or 70, 80 plate screws of the connecting members 33, 34M and the brackets 70, 80 for the wall structure 7, 8 (Please refer to Figures 8 to 12 for cooperation), and the steel bars (such as horizontal bars or reinforcing bars) installed in the structural system, when the wall is connected with columns and beams, the ends of the bars Can be set to different; into another connected structure, with! For the purpose of anchoring and reinforcement, the grid sheet 9 is made of a chain steel mesh that can be mined. Its supply can improve the overall tensile strength of the structure * and prevent the concrete in the mesh from bursting, which means that the surface has fewer cracks. 'Don't need to directly form the outer horizontal use, which can save the trouble and trouble of setting up the horizontal platework. After the outer lateral net is sealed, the concrete can be poured: the concrete can be directly poured from the structure. In addition, the concrete has fluidity through the pre-opened through holes 312, 412, and in addition, when the auxiliary structure 41 at the intersection of the machine wall, the corner end of the bracket groove iron 410 of the suspension angle forms a chamfered lead angle C ( (As shown in the twelfth figure), it can be used for the smooth flow of concrete, so that it can be circulated on the floor, wall pillars, wall machines, and column machine structures. When the concrete is solidified, the concrete is firmly covered and With the steel bones and ribs in the structure, it has better resistance to stress, and the carcass structure has extremely high vibration resistance and increased structural strength. After the rubbing, columns and wall surface of the entire building are completed, apply cement E to the wall surface (the surfaces shown in Figures 8 to 12 are all decorated with mud gambling), and wipe with a razor blade. Because the wall surface of the present invention is flat, the unevenness phenomenon erected by the M transverse board is not used. Therefore, it can be lighter and lighter when leveling the wall surface. It can be seen from the description on K that the present invention does have the following advantages and effects. The paper size is applicable to the Chinese National Standard (CNS) A4 specification (21 × 297 mm) / >! — — 1 !! —Order ---— II --- line (Please read the notes on the back before filling this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 4 3 655 7. A7 ____B7 _ V. Description of Invention (fc?) I. Continuous connection members, column and beam structure auxiliary brackets, wall surfaces, structural supports, frames and grids, and various joint elements can be processed and produced in the factory. 'In addition to fast construction, stable quality, and high efficiency', automation can be achieved. The goal of production is normal. Construction with this method can save 1/2 to 2/3 of the construction period, and thus save interest expenses. 2. The continuity member M is nailed and fixed to the profiled steel, and it is screwed to the column beam structure and the bracket of the wall structure plus M fixed connection. * In addition to the stable combination of the concrete and the profiled steel, it also covers the column beam. Auxiliary structures and wall structures are perfectly consolidated with column beams. * Improved the lack of conventional steel-reinforced concrete's poor combination of steel, steel, and concrete interfaces, while also effectively improving the seismic resistance of the structure. Third, the M grid sheet replaces the horizontal plate, and the M sealing element is fixedly connected to the bracket and the bracket groove iron, thereby making the steel expensive and the bracket. In addition to the overall connection of the anti grid sheet, the grid sheet has high toughness * The concrete in the grid can be restrained intact, and the concrete will not burst or crack during an earthquake or collision. Fourth, the auxiliary structure of the covered column beam and the wall structure are grooved iron or prayer-frame type brackets. In addition to automated production, fast construction, and high quality, the overall strength of the bracket is better than the traditional rural steel reinforcement method. And more stable. 5. The Μ grid piece replaces the horizontal plate, and the piping in the column and wall is clearly visible. Except when there is no tyrannical horizontal plate tied with tie bars, the pipe is often drilled through the pipe. * You can open it at will or reserve a filling hole for perfusion. Concrete, and whether there is a honeycomb phenomenon in concrete, can also be clear at a glance, guess the actual situation is easy to grasp. 6. Grid M replaces wedges. In addition to easy installation, there is no horizontal board. The paper size is applicable to China National Standard (CNS) A4 (210 X 297 mm) f order --------- --Install -------- Order --------- line (please read the precautions on the back before filling this page) A7 4 3 6557 ,, B7____ V. Description of the invention (丨 ί) Or the debris on the formwork surface affects the quality of the concrete interface, and it eliminates the need for other auxiliary construction tools such as supports, tie bars and booms to increase the working space. In addition, it does not require a large space to store the crossbar materials, which can keep the construction site environment clean. There is no anti-environmental behavior that wastes the real source of the forest due to excessive production of wooden horizontal boards. 7. The design concept of Donggongfa is based on κ steel-frame anti-truss type brackets, supplemented by steel and concrete, construction is mainly based on factory production, site assembly and grouting are supplemented, and screw elements and various joint accessories are used. The structure composed of the fixed bracket and the grid sheet, in addition to the reliable connection, can reduce the requirements of the construction interface and the workers. Therefore, the management is easy and the engineering quality is relatively guaranteed. 8. Μ grid Η replaces the horizontal plate. The bubbles of the poured concrete can be diffused outward from the holes in the grid. Adding Μ to slightly compact the concrete can compact it. At the same time, the concrete slurry can supplement the grid holes without knowing it. The bee house situation is less likely to cause floating water phenomenon, and the concrete does not need to be troublesome to remove the horizontal plate after the concrete is solidified, and the wall surface is smooth, and it is easy for the constructor to repair the wall surface. The ribbed stucco is stable, so that the wall surface is not easy to crack. 9. When the wall is built on the outside of the upper and lower floors, after the concrete has solidified, the wall structure is combined with the floor slab by anchoring steel bars of the floor slab, and is connected with the steel frame structure by the connector M continuation member. The wall structure can be formed as a load-bearing wall, and the grid structure of the wall structure used in the compartment can be filled with lightweight concrete * to reduce the load on the structure. 10. When the pipeline (PVC plastic pipe) is buried in the wall, because the grid is protected on the outside of the wall, even if the wall surface on both sides of the pipeline is thin, the national standard (CNS) of this paper applies to earthquakes and strong paper. A4 size (210 x 297 mm) ------------- ^ -------- ^ ---- ---- (Please read the notes on the back before filling (This page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 4 3 65 5 7, A7 B7 V. Description of the invention (A) There will be no cracks after the scorching sun. Η- 一 ', after the wall structure of the entire building is erected, it can be numbered one by one, and the construction is completed after the construction personnel enters the site once. There is no need to cross the erected wall and grouting, and The phenomenon of waiting for work occurred. Twelve, water and electricity piping can be carried out after the erection of each support, takeover, pipe and boxing do not need to punch the horizontal plate 'and after the net is sealed, due to the perspective of the grid sheet, you can check the correctness of the pipeline configuration at any time. At the same time, the water test can be completed before the concrete is set up to determine whether there is a water leakage phenomenon, which can be repaired immediately. In summary, the embodiments of the present invention can indeed achieve the expected efficacy and purpose of use, and have broken through the problems existing in conventional structures, and have indeed met the application requirements for invention patents *. 》 When you have been able to meet the application requirements for invention patents, the Ai Nong method filed a patent application, and I urge you to review it as soon as possible, and give you accurate benefits. Brief description of the garden style The first picture shows a schematic structural cross-section of a conventional steel-reinforced concrete building. The second figure is an exploded view of an embodiment of the present invention. The third figure is a perspective view of an auxiliary structure according to an embodiment of the present invention. The third diagrams a, b, and c show the structure types of the connecting members of the auxiliary structure according to the embodiment of the present invention. The fourth figure shows a perspective view of a wall structure of a real cell example of the present invention. The fifth figure is a reference diagram of the joint state of the facet structure according to another embodiment of the present invention. Figure 6 shows an exploded view of another wall structure according to an embodiment of the present invention. The seventh figure shows the joint state of another wall structure according to the embodiment of the present invention. The paper size is applicable to the Chinese National Standard (CNS) A4 specification (210 X 297 mm) ----------- ---- 05 .--- (Please read the precautions on the back. Then fill out this page) τ Printed meals of the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 436557 _B7_ V. Description of the invention (θ) Figure 8 shows a sectional view of the wall pillar structure of the present invention. The ninth figure is a sectional view of the wall pillar structure of the present invention. The tenth figure is a cross-sectional view of the structure of a stern post according to the present invention. Figure 11 is a cross-sectional view of the building calendar and beam wall structure of the present invention. Figure 12 is a cross-sectional view of the floor and beam wall structure composition of the invention. 10 Beam 11 Concrete Η Screw connection element 2 Steel frame structure 3 Column main steel fee 4 Bare main steel fee 30-40 Continued members 300, 400 Group joint 31-41 Auxiliary structure 310, 410 Bracket channel iron 311 ' 411 Perforations 312, 412 Through holes 320, 420 Mesh sealing elements 33, 4 3 Reinforcing steel bars 34-44 Connections 340 ', 440 Through holes 5 Floor steel structure 50 Floor steel plate 51 Reinforcement mesh 510 Woven steel bars 6 -6 r connector 60-60, screw hole
本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐）/ AThis paper size applies to China National Standard (CNS) A4 (210 X 297 mm) / A
If —----------裝--------訂--------線 (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 4 3 65 5 7 五、發明說明（/+) A7 E7 經濟部智慧財產局員工消費合作社印製 61 - 61’ 組接片 610 ' 610 f 對 7 牆面結構 70 支架 700 角鋼 701 連接桁架 702 穿孔 703 接合板 704 窜孔 72 横向鋼條 73 直豎鋼條 8 牆面結構 80 支架 800 槽鋼 801 連接村ί架 802 穿孔 803 接合板 804 穿孑L 82 橫向鋼條 9 網格Η 90 封網元件 C 斜面導角 Κ 水泥賭料 ---I-------------- ---訂·---- —--- (請先閱讀背面之注意事項再填寫本頁) ‘紙張尺度適用中國國家標準（CNS)A4規格（210 x 297公釐）If —---------- install -------- order -------- line (please read the precautions on the back before filling this page) employee of Intellectual Property Bureau of Ministry of Economic Affairs Printed by the consumer cooperative 4 3 65 5 7 V. Description of the invention (/ +) A7 E7 Printed by the consumer cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 61-61 'Assembly piece 610' 610 f to 7 Wall structure 70 Bracket 700 Angle steel 701 Connecting truss 702 Perforation 703 Splicing plate 704 Channeling hole 72 Transverse steel bar 73 Vertical steel bar 8 Wall structure 80 Bracket 800 Channel steel 801 Connection village 802 Perforation 803 Splicing plate 804 Piercing L 82 Transverse steel bar 9 Grid 90 Sealing element C Inclined lead angle K Cement material --- I -------------- --- Order · ---- ----- (Please read the note on the back first Please fill in this page again) 'The paper size is applicable to Chinese National Standard (CNS) A4 (210 x 297 mm)