201115001 六、發明說明： 【發明所屬之技彳軒麵域】 發明領域 本發明概有關於安全隔障，本發明乃係針對，但非唯 獨地，用於建築物施工或維修時作為一可移動的安全隔障 或成組件來研發者。本發明具有特定的用途可作為具有預 鑄形塊之建物的安全隔障，料形塊會與現場鑄造的混凝 土一起來完成，而本發明係被描述於本文中。但，請瞭解 本發明的怨樣可有更廣的用途，而不限於上述用途。 發明背景 分裡个叫的混凝土建病物施一乃次诉匕___裡方 法係使用_的混凝土元件，它們典型是在別處製造。使 用預鑄混凝土元件具有完成物較為—致且較高品質的優 點，因該等元件是在—較受控制的別處環境中被製造。且， 預鑄混凝土元件能在現場被迅速地安裝，而不會為了 凝土的硬化而延遲。但是’預鑄混凝土之—限制因素^ 其能被有效率地輸送至i地並安裝的大小和重量。、係為 另一種方法是在現場鑄造混凝土元件其具有兮 土的尺寸和大小可調_優點，因魏凝土結構物=凝 係由現場的模件來決定。但是，以現場鑄造混凝緣 結構物可能需要較㈣時間來構建，_混凝 成的 強度必須養護硬化。 ·’、、了結構 又另種方法是以混合式混凝土施工來結合上述 201115001 方法，以消減該兩種方法的某些缺點。此可包括安裝預鑄 混凝土矮牆及下盤預鑄混凝土板，其會形成用於現場澆鑄 混凝土之模件的一部份。該現場澆鑄的混凝土嗣會被灌入 該模件中，並在該預鑄混凝土内硬化，而形成一結合的混 合式混凝土結構。此方法可減少對分開的可移動模件之需 要，因該模件是該混凝土結構的一部份。 在建物施工的不同階段時，乃必須提供安全隔障來圍 封或限制進入不安全區域。詳言之，當施工期間隔障會被 圍繞一多層建物的樓板周緣來安裝，用以保護工人和物品 避免掉落地面。 該等安全隔障可被繞該建物之每一樓板的周緣暫時地 以螺栓鎖固。針對使用混合式混凝土施工方法之建物，此 乃可包括鎖固於該樓板或預鑄矮牆的周緣。為了安全之 故，較好是能儘快地，並在該現場的混凝土澆鑄之前先架 設一安全隔障。 將圍柵螺鎖於樓板或矮牆須要甚多人工，且可能必須 鑽孔於混凝土中靠近該建物的邊緣來施設螺栓和隔障組 件。此乃是不佳的，因工人必須靠近該樓板的邊緣來操作 工具一段長時間，若沒有安全隔障是很危險的。又，鑽孔 於該混凝土中可能造成混凝土内的裂縫衍伸，而負面地影 響該混凝土結構的整體性。 或者，為了儘量減少侵入該混凝土内及加快安裝一安 全隔障的時間，一自行支撐的周緣圍柵可被由該樓板邊緣 的舷内來架設。例如，一周緣圍柵會被架設在下盤的預鑄 201115001 混凝土板上。但是’此將會減少通行的面積，並可能會阻 礙工人在靠近該樓板邊緣的區域工作。且，此—安全隔障 可能會干擾該現場混凝土的澆鑄和養護。 故乃期望能提供架設一安全隔障的方法及—種相關的 安全隔障’其係較不費時又容易施工的，且不需要工件鑽 孔於該混凝土中。亦期望能提供一種可被使用於混合式混 凝土施工的隔障。又，較好是該安全隔障在不需要時能被 容易地移除。 I：發明内容3 發明概要 在一第一態樣中，係在提供一種在一施工中的建物上 架δ又可移除的女全隔I1羊之方法，該方法包含以下步驟： 將一或多個隔障支座定置在該建物之一邊緣結構上，該等 隔Ρ羊支座係被a又成可支樓该安全隔障而包令--内構件會定 位對抵於該邊緣結構之一内側；及對抵該邊緣結構繞鑄— 水泥質元件，以使該内構件的至少一部份被埋入該鑄造元 件中，爰是該内構件可藉從該邊緣支撐結構抬起該隔障支 座而被由該硬化的鑄造元件釋離。 依據此第一態樣，一種架設一可移除的安全隔障之方 法會被k供，其係可理想地適用於會發生元件之現場鑄造 的施工技術，譬如可見於混合式混凝土施工中者。該方法 會使用一簡單的定位支座系統於邊緣結構上，譬如在混合 式混凝土施工中的預鑄矮牆面板上。其連接的穩定性至少 有部份是由該等支撐構件的長度來提供。藉著使該支座的 201115001 内構件能被埋入’但仍可被由該硬化的鑄造物釋離，故該 内構件的長度將不被限制於從該邊緣結構的頂部至該鎢造 物的水平所提供的間隙（若有的話）。且一措施會被提供而使 該鑄造物的整體性不會因釋離該支座而過分地受損。以此 方法發明人已發現一種用於安全隔障之令人滿意的安裝技 術將能被提供，其不需要邊緣鑽孔和以固緊物固定，譬如 混凝土螺栓及在習知技術中所見的類似物。 為便於釋離該等隔障支座，一向下導伸的肩部可被提 供在該等隔障支座上。此等向下導伸的肩部在使用時係相 隔於該鑄造元件’並被設成可為該又支座提供一抬高點。 以此方式則標準工具譬如摄桿乃可被用來由該鑄造物釋放 該支樓構件。可附加或擇代地，一釋離劑譬如一非黏著塗 層，一薄膜(如一聚合物勒或套）’或一犧牲塊(如一聚合物 塊）亦可被用來協助該内構件由該鑄造物方便地釋離。 在另一態樣中，係提供一種移除在一施工中之建物上 的安全隔障之方法，該隔障係被設在該建物之一邊緣結構 上，並具有一内構件被埋入一對抵該邊緣結構所鑄造的元 件中，其中該方法包含如下步驟：將該隔障支座撬離該邊 緣結構，而由該鑄造元件釋放該内構件的埋入部份。 在一形式中，該一或刀個隔障支座更包含至少一個輕 接器，其係被設成可承納一或多個安全隔障部段，俾使該 隔障支座能將此等隔障部段支撐在該邊緣結構上《以此方 式該等隔障支座能被提供如該安全隔障之主要部份的分開 組件，且該等安全隔障部段會被設成可在該等支座被安裂 201115001 於該邊緣結構上之後才被套塞於該等隔障支座中。在一形 式中該等隔障部段包含相隔開的柱桿等它們係以隔障内填 物相連接，其典型為一鐵絲網，但亦可為固體或由纜線元 件所形成，或是以上元件的組合。在一形式中，該耦接器 包含一套環，其係被設成可承接該隔障部段之一柱桿。 在一特定形式中，一或多個該等隔障支座附設有多個 耦接器。在一形式中此一支座係被設成可支撐二或更多個 隔障部段。 在一變化形式中，該安全隔障的主要部份係與該等隔 障支座形成一體，而使它們能被如一單元地供應。 在一形式中，一穩定化總成亦被提供如該隔障支座的 一部份。該穩定化總成的目的係為在一由該隔障支座隔開 的位置來支撐該安全隔障。在一特定形式中，該穩定化總 成會銜接該隔障之一上部區域，而可阻抗因推抵該隔障所 造成之施於該隔障的力距負載。 在一架設該安全隔障的形式中，該等支座係被安裝在 該建物上，然後一或多個標準尺寸的隔障部段會被裝在該 等支座上。該等隔障部段會被依序地裝設而典型起始於該 建物之一邊角。在一特定形式中，為使該安全隔障能成為 連續的，並填滿該隔障中之小於一個隔障部段的長度之間 隙，該等部段會被列設成重疊的。 依據此另一態樣，一種在一施工中的建物上架設一可 移動之安全隔障的方法會被提供，其提供以下步驟：置設 多數個隔障支座於該建物之一邊緣結構上，該等隔障支座 201115001 個 係被設成可支#多數個該等安全隔障部段，重叠至少一徊 隔障部段與兩個隔開的鄰赴隔障部段，它們係被各別的隔 障支座所Μ ;及料^少-個㈣部段於料隔開的 鄰近隔障部段及/或各別的隔障支座來形成—連續的安全 隔障。 在此方法之#疋开;式中，該至少一個重疊的隔障部 段係固定於該二個鄰近的隔障部段。在-形式中，該建物 的邊緣結構包含多數個邊肖和區段佈設於各邊角之間，且 其中該等隔障部段係由該邊緣結構的至少一個 邊角處開始 安裝’且其中該至少-個重疊的隔障部段係設成可被安裝 在該邊緣結構的各別邊角間之一中間區段。 在又另ι、樣中，本發明係有關一種用以將一安全隔 障支撐在下盤結構上的隔障支座，該隔障包含一附接區 4其係-X成可被安裝在該下盤結構之—上緣上，該附接區 系呈槽道狀而具有—内構件與—外構件，該等構件係被 «又成可對抵I。構的内側和外側之各別—側來定位。 在形式中，β亥内構件具有一下部，其在使用時係設 成可被埋a _抵《下盤結構之内側所鎮造的水泥質元件 中’其中該下部係構形成使mu抬高該支架脫離該下盤 結構而被由該硬化的鑄造元件釋離。 在一特定形式中’該支座更包含一抬高區具有一朝下 的表面以便於抬高該隔障支座，而由該鑄造元件釋放該内 構件的下部。 在一特定形式中，該外構件係比内構件更長。在使用 8 201115001 時，該外構件須要阻抗至少部份施於該隔障之向外的力 此乃必須被該隔障容忍之主要的力，且因此能、。 容忍的荷載係為該設計之一重要的性能特微。 卜構件 J：曾力口古夕 構件的長度，乃可使該構件能針對一特定的荷栽情兄來二 忍一施加於該支座之更大的力矩。 〜 谷 在一形式中，該内構件是由一板所構成。 在另一形式 中’該内構件是由-或更多的桿條組成。内構件呈桿條形 式時’會有利地具有-較小的面積，而容許部份的該等^ 構件延伸於該澆鑄區域中的補強桿條之間和下方。且因 該等桿條具有—較細的廓形，故可容許該支架能被置設及 調整於-較大的範圍，而^會干擾該等補強桿條。。又 在一形式中，該附接區部更包含一基部，而該内和外 構件會由之伸出，該基部在使用時係被設成可定置於，锋 構的頂面上。在一特定裝置中，該支座更包含至少二: 接器裝在該附接區部上，且被設成可_該安全隔障之一 柱桿。在一形式中，支座包含多數個耦接器。 在形式中，該支撐隔障更包含一穩定化總成被相對 於摘接區部來安裝，並具有—第—銜接部被設成能以相 隔於該附接㊣部的_來銜接及支撐該安全隔障。該穩定 化總成的使用係可對該支撐裝置提供剛性，並改良該支座 阻抗加諸於該安全隔障之力矩荷載的性能。 因此，在另一態樣中，本發明係有關一種用以在一下 盤結構上切—安全隔障的隔障支座，該隔障包含一附接 區°卩係°又成可被安裝在該下盤結構之一上緣上，及一穩定 9 201115001 化總成相對於該附接區部安裝，並具有一第一構件被設成 會以與該附接區部相隔開的關係來銜接並支撐該安全隔障。 在一特定裝置中，該穩定化總成更包含一第二構件， 其係能以與該附接區部相隔開的關係來直接或間接地銜接 該下盤結構。在一形式中，該支座包含一内和外構件其會 跨架該建物之一邊緣結構，該第二構件係可經由該第二構 件來與該下盤結構銜接。 在一特定形式中，該穩定化總成係形成如一桁架。在 一形式中，該總成會伸出該下盤結構的外側。 在另一態樣中，係提供一種用以支撐一安全隔障的繫 結物，該繫結物被設成可將該安全隔障互接於一下盤結構 的内側之一固定位置。以此方式，在一形式中，該穩定化 總可被設成能阻抗並有助於增加該隔障在向外荷載下的剛 性和性能，而該繫結物能阻抗向内荷載。在一特定形式中， 該繫結物係設成可將該安全隔障互接於該建物結構中的曝 露補強物。 在又另一形式中，本發明係有關一種安全隔障其併 附有-依據上述任何形式的隔障支座，及—主_部包含 一隔障内填物。 在特定$式中，一安全隔障包含多數個隔障部段， 每一隔障部段具有多數支相隔的柱桿，及-隔障内填物設 在該等柱桿之間，射料轉倾各·_支麵支撐。 上述的方法、_支座和安全隔障係可理相地 高聳建構’其中該等_必須被迅速地安裝㈣會使工^ 201115001 置於危險中。本發明之至少一種形式的優點係該隔障能被 安裝，而無需藉鑽孔並將固緊物***該下盤結構中來固定 該等支座。又在至少-形式中，該等支座能被置放在邊二 結構上來安裝，而使本發明能理想地適用於混合式混凝土 施工，其係利用預鑄混凝土面板當作消失的邊緣形式者。 圖式簡單說明 於後參照所附圖式來描述本發明之一實施例乃是權宜 的。應精瞭解該等圖式和相關描述的特性並不限於本發明 之先前的廣泛描述。 該等圖式中： 第1圖為一安裝於一建物之預鑄混凝土結構的安全隔 障之立體圖； 第2圖為第1圖的安全隔障之一詳細立體圖； 第3圖為供使用於幻圖之安全隔障中的支座之一立體圖； 第4圖為第3圖中的支座之一頂視圖； 第5圖為第3圖中的支座之一側視圖； 第6圖為第3圖中的支座之一前視圖； 第7圖為第3圖的支座之一立體圖，其併附有一塑膠套 鞘來協助該支座由一鑄造物釋離； 第8A圖為第1圖的安全隔障在現場的混凝土灌注之前 女裝於預鑄面板上的截面側視圖； 第8B圖為第i圖的安全隔障在現場的混凝土灌注之後 安裝於預鑄面板上的截面側視圖； 第9圖為-側視圖示出第3圖的支座由一鑄造的混凝土 11 201115001 結構移除； 用以將該支 第10圖為第3圖的支座之—前視圖，示出 座由一铸造的混凝土結構移除之變化措施； —側視圖，示出該隔障部 第11圖為第1圖的安全隔障之 段以一繫結條連接於補強物； 第12圖為第11圖的安全隔障系統之一立體圖其中該 安全隔障的隔障面板為了清楚之故而被略除； 、" 第13圖為第1圖的安全隔障之繫結條的立體圖； 第14圖為該安全隔障系統之—立體圖，其中該繫結條 連接於支撐柱桿及該隔障部段的面板； 第15圖為第1圖的隔障之佈局，其中具有重疊的隔障部 段與一弧形邊角區段； 第16圖示出一弧形邊角區段的立體圖； 第17圖為重疊的隔障部段之一詳細立體圖； 第18圖為第17圖之一變化圖； 第19圖示出-可供用於第！圖的安全隔障之變化支座； 第20圖示出第19圖的基座使用於該安全隔障系統之一 邊角區段； 第21圖為在一變化實施例中供使用於第i圖的安全隔 障之一支座的立體圖； 第22圖為第21圖中的支柱之一側視圖； 第23圖為第1圖的安全隔障之一截面側視圖，其中第u 圖的支座係在現場的駿土粒之前被餘闕面板上； 第24圖為第1圖的安全隔障具有第21圖中的支座之立 12 201115001 體圖’其巾雜障部段的面板和部份現場鑄造的混凝土為 了清楚之故而被略除； 弟圖為第24圖的立體圖，其中該支座的内構件埋入 該現場鑄造的混凝土中； 第26圖為一側視圖示出第21圖的支座由〆鑄造的混凝 土結構移除； 第27圖為第21圖的支座之一前視圖示出一用以由一 鎮造的混凝土結構移_支座的變化措施； 第28圖為在又另—實施例中之供使用於第1圖的安全 隔障的支座之一立體圖； 第29圖為第28圖中的支座之一側視圖；及 第30圖為第28圖中的支座之一前視圖。 t實施方式】 較佳實施例之詳細說明 第1和2圖示出_安全隔障丨被安裝在一高聳建築結構 100的頂板101上。該建物1〇〇係被使用一混合式施工法來建 造’其中預鑄的混凝土面板102會被安裝作為該建物之一外 部結構’並作為用以鑄造該建物之内部樓板1〇3的永久模 件。因此，在灌注該樓板1〇3之前，該預鎮面板1〇2會伸出 正被施工的頂板區域上方’而形成一圍繞該建物的矮牆。 雖第1和2圖示出該頂板1〇1具有一模板1〇3已被鑄成，此將 更詳述於後，但該安全隔障丨係被安裝在該等預鑄面板（其 會形成該矮牆）的頂部邊緣1〇4上，而可在澆鑄該樓板時保 護工作者。該隔障1亦能在該樓板103鑄造之後被移除，俾 13 201115001 容許該建物之一後續樓層被施工。 '亥安全隔障1包含不同的組件，包括支架3等安裝在該 等面板102的邊緣1()4，隔障部段4等係被固定於該等支架 3外穩疋化總成5等會由支架3伸出並銜接隔障部段4，及 繫結物6等它們會將該等隔障部段4回接於從該樓板 103突 出的起始條105等。 該支架3現將參照第3至6圖來描述說明。該支架3係由 一基板35與一短内構件37和外構件刊所組成，該等内、外 構件會由該基板35實質上呈直角地以相同方向延伸而形成 -倒“U”或的槽道形狀。該槽道會形成—附接區部乃可 適。扣釣於違等預鑄混凝土面板的矩形頂緣上。在使用 時4等内構件3 7係可適於貼抵該等預鑄混凝土面板的内 側置a。6彡外構件39係可適純接該等麟麟土面板的 外表面。小孔41等會被提供於該基板35和外構件％上，用 乂附接塾片俾使錢架3能被安裝在不同尺寸的預鑄混凝 土面板上。違等塾片可由橡膠製成以增加該支架3對該等 預鑄混凝土面板的摩擦。 肩部43被提供於該基板35和内構件37上。它們可由一 定長度且具有-直角彎折的方形桿條所構成，其係被焊接 於該基板35和⑽件37。該㈣部會在—第—抬高區咐口 第二抬高區47處由該基板35與該内構件37突出。該等肩部 43亦會對該基板35與⑽件肖提供增加的剛性。 一對由該基板35伸出的管31會提供用以安裝-隔障部 &4之支柱13上部的。料扣係被焊接於管^和 201115001 基板35的板53、55、57來補強。 一束夾33係被提供於該對管31的上方，並被一桁架65 支撐而形成一穩定化總成5。該束夾33係由固定板61和浮動 板63所組成，而以一螺栓和螺帽固定。在使用時，該螺栓 和螺帽會被鎖緊，而使該固定板61和浮動板63夾緊於一對 支柱13之隔開於該附接區部的某一中間部份。 該支架3上的桁架65係由二個三角形桁架所構成，當使 用時它們會被置設在該預鑄混凝土面板的外側。該桁架係 被設成當有一力施加於該隔障部段4且該力朝向該建物的 外部時’則會抵制所產生的力矩臂。 第7圖示出該支架3具有一聚合物套鞘8〇包圍著該内構 件37。該套鞘可在内部或外部塗以一釋模劑，以減少該套 鞘與内構件37之間的摩擦和黏結。或者，該内構件37可被 以另一適合的犧牲材料包封，譬如一聚合物塊。在另一實 施例中，該内構件37可被塗以一釋離劑。譬如一非黏性塗層。 要架《又4女全隔障系統丨時，操作者會將多數個支架3 女裝在δ亥矮牆7上，其係將該支架3的内構件37和外構件39 滑移於該矮牆7的兩側上，而容許該基板％貼置於矮牆7 上。該内構件37係可適於被埋人—鑄造元件中，而被定置 在該楼牆_側上。若有需要，塾片亦可被添加以確保該 支架3緊貼套合於賴牆7。該操作者嗣會將該等支柱⑽ 入支架3祕51内，而使該等隔料段_接於該支架3。兮 操作者會依需要將更多的隔障部段4安裝於多數個支架/ -旦所需的隔障部段4被定位後，則該操作者會將該等束夹 15 201115001 33固定於支柱13。故該等隔障部段4會被在管31處的耗接器 和在束夾33處的穩定化總成5所支撐。於此階段，該安全隔 障系統1係呈一安裝狀態’如第8A圓中所示，且係功能如一 安全隔障。 第8 A圖亦示出該安全隔障系統1在使用時於灌注現場 的混凝土來形成一樓板1 之前的狀態。在本例中，該預成 型的混凝土矮牆7和下盤樓板8會首先被安裝。該安全隔障1 嗣會被安裝’如上所述。重要的是，該安全隔障系統丨要在 進一步的準備工作進行之前被安裝，以增加該施工處的操 作人員之安全性。在該安全隔障丨架設之後，操作人員乃可 進行安裝補強桿(“力條”），並依需要灌注現場的混凝土。 第8B圖示出該現場混凝土9、矮牆7，和形成該樓板1〇3 的下盤8。在該現場混凝土9已設定，且進一步的施工任務 已完成之後，操作人員乃可鬆褪該等束夾33並移除該等隔 障部段4而來拆卸該安全隔障系統丨。要移除該支架3時操 作人員可由S玄樓板103垂直地抬高該支架3。一如前所述的 預裝塑膠套鞘8 0乃可減少該支架3與該混凝土結構之間的 黏聚和摩擦，以協助該支架3的移除。 請參閱第9圖，若一支架3不能被以手移除，則-摄桿 85可被絲抵_第_抬高區彻驗該錢3。或者該 操作者亦可用_桿85抵在該第二抬高區47來協助移除該 支架3，如第1〇圖中所示。 第11〜14圖不出本發明的另一實施例，其中該安全隔 障系統1係可進—步被支標，乃使用-繫結條6來將隔障部 16 201115001 段4連結於該建物結構上的固定位置，譬如起始條奶。 第13圖示出該繫結條6。該繫結條6是由—中軸95，一 隔障夾97，和力條固緊物99等所組成。該隔障夹97包含一 固定板301附接於該軸95，及一浮動板303，該二板3〇卜3〇3 係以螺巾自和螺栓305連接，且可適於夾住該隔障部段4。 。玄隔P早火97可在s彡支柱13或面板區部11處來夾住該隔障部 段4。該力條固緊物99是由呈直角焊接在一起之一第一和第 一中空管段307、308所構成，且每一管段各設有固緊螺栓 309。 要安裝該繫結條6時，該等固緊螺栓3〇9會被放鬆以使 該等管段307可沿該軸95滑移地套裝。該繫結條6嗣可藉將 5玄·#管段308滑動於力條91上，而使該力條91穿過該管段 308來被置設於定位。該隔障夾97嗣會被附接於隔障部段4 的支柱13或面板區部11，如第η圖中所示。當支撐該軸95 時會使其保持實質上平行於該樓板，且該等固緊螺栓3〇9會 被鎖緊以將該繫結條6固定於定位。 第15圖為一安全隔障1的系統在一建物樓板上的頂視 圖。當圍繞一建物的周緣安裝該等安全隔障時，該等支架3 和隔障部段4會首先被架設在所有的邊角121處。然後支架3 和隔障部段4會被沿該圍牆的周緣由該等邊角121處架設， 直到由二邊角121延伸的隔障部段4造成一比一個隔障部段 4的長度更窄的間隙123為止。為維持該安全隔障系統i中的 連續性，一重疊隔障部段125會被安裝來橋接該間隙123。 若有需要，則繫結條6嗣會被安裝來對該安全隔障系統1提 17 201115001 供增加的剛性。 假使適當，則圓曲的弧形邊角127可藉圍繞邊角造成一 隔障部段4的弧段而來形成，如第16圖中所示。或者，在該 弧段中的隔障部段4可藉使用—柱腳塊作為—基座來被支樓。 第17和18圖示出重疊隔障部段125用以橋接一間隙 123。隔障部段4會由邊角121伸出而被支幻所支撑。為支 樓該重疊隔障部段⑵，多數個衫m會被絲將該重φ 隔障部段緊於被切的隔障部段4。料束夾131係由 -對板及-螺Ί1目和螺栓所組成’而可適於在該二板之間提 供一夾緊動作。該等束夾131會將該隔障部段4和重疊隔障 部段125的面板區部11夾緊在一起。 第19和20圖示出該安全隔障系統丨之一實施例的邊角 121。一基座141會被提供而由一對管143所組成，其係由一 基板145垂直地伸出。如在第19和圖中所示，該基座141會 支標s亥隔Ρ早部#又4 ’且可適於承接二個角度互相不同的隔障 部段4。當在該邊角121處使用該基座141時，該基座141可 貼置於矮牆7上而不必固緊。可擇地，該基座141亦可經由 孔147來被固定於該矮牆7或樓板上。 第21至27圖示出一變化實施例的支架203。該支架2〇3 包含一對短的内桿237，該等内桿237係由彎折呈直角的方 形桿所製成，並附接於基板35。該等内桿237係類似於第一 實施例中所述的肩部43，雖然形成該支架203之内桿237的 肩部且有一較長的垂直段。 類似於第一實施例，該對内桿237、基板35和外構件39 18 201115001 會提供呈倒u”或“j”狀槽道形式的附接區部。該等内桿 237亦可適於埋人—對抵該等預鑄混凝土面板的内側所鱗 成的水泥質元件中。槓桿撬耳244係附接於該等内桿237， 用以提供第-括高區245。—第二抬高區247係提供在該方 形补的水平。卩份處，類似於第一實施例的第二抬高區47。 第23圖不出該支架2〇3裝設在預鑄的混凝土矮牆7上。 當安裝時，该等内桿237的一部份會伸至一在補強桿281下 方的位置。 第24圖示出該已安裝的支架2〇3，而部份現場鑄造的混 凝土和该隔障部段4的面板為了清楚之故乃被略除。藉著提 供具有軚細長廓形的内桿237，該對内桿237將可在現場混 凝土鑄造區中的補強桿281之間被調整定位。有利的是，此 會減少該等補強桿281干擾該支架203之安裝的機會。當使 用一特疋間隔的支架203時，若該等内桿237會與補強桿281 干涉，則不同長度的隔障部段4可被使用，以改變該支架2〇3 的位置，俾使該等内桿237能穿過補強桿281之間。 第25圖示出已安裝的支架2〇3,而該樓板1〇3是由預鑄 和現場鑄造的混凝土所形成。第26和27圖示出使用一撬桿 85來由該混凝土結構撬起該支架2〇3。此乃可藉插抵該第一 抬高區245或第二抬高區247來達成。 第28至30圖示出該支架的又另一實施例。類似於前一 實施例’該支架303係設有一對短内桿237，一基板35，及 一對管31以形成一耦接器。 該支架303包含一脊骨係由二軸365所構成。該脊骨的 19 201115001 下部形成外構件339 ’ I上附接著外構件板34〇等。該等外 構件板34G係設有小孔41，可供附接塾片用以調適於各種不 同尺寸的預鑄混凝土面板。該外構件339、外構件板34〇、 内桿237和基板35會形成一附接區部，實質上呈—倒“u”戋 J狀槽道的形式，如在先前的實施例中所示。 該等軸365的上部364會支樓束炎33來形成—穩定化總 成5。在本實施例中不需要—衔架。此會為該支架3〇3提供 -簡化的結構，其可造成較低的重量，容㈣造及較低的 生產成本。 在本實施例中的支架303可被絲及移除，如在先前的 實施例中所述。特別是’該等内桿237係可適於埋入一對抵 該預鑄混凝土面板之内側所鑄成的水泥質元件中。且，該 支架303可藉插抵著該第—245或第二抬高區247而被由= 支撐結構撬起。 在以下申請專利範圍中和在本發明的上述說明中除 非内容須要否則由於表達的用語或必要的暗示該“包含” 乙詞或其變化字眼譬如“含有”或“包含有”係被用於一含括 之意’即用以表明所述特徵的存在，但並不排除在本發明 的不同實施射有料贿的存在或添加。 應請暸解，若有任何習知技術的公開資料被引述於 此’該等參考資料並不構成H意指該公開資料在澳 洲或任何其㈣家係形成該領域中之―般普通知識的-部份。 【圖式簡率說^曰月；j 第1圖為-安裳於一建物之預碡混凝土結構的安全隔 20 201115001 障之立體圖； 第2圖為第丨圖的安全隔障之_詳細立體圖； 第3圖為供使用於第1圖之安全隔障中的支座之-立體圖； 第4圖為第3圖中的支座之一頂視圖； 第5圖為第3圖中的支座之-側視圖； 第6圖為第3圖中的支座之一前視圖； 第7圖為第3圖的支座之一立體圖，其併附有-塑膠套 鞘來協助該支座由一鑄造物釋離； 第8A圖為第！圖的安全隔障在現場的混凝土灌注之前 安裝於預鑄面板上的截面側視圖； 第8B圖為第1圖的安全隔障在現場的混凝土灌注之後 安裝於預鑄面板上的截面側視圖； 第9圖為-側視圖示出第3圖的支座由一鱗造的混凝土 結構移除； 第10圖為第3圖的支座之一前視圖，示出一用以將該支 座由一鑄造的混凝土結構移除之變化措施； 第11圖為第1圖的安全隔障之—側視圖，示出該隔障部 段以一繫結條連接於補強物； 第12圖為第11圖的安全隔障系統之一立體圖其中該 安全隔障的隔障面板為了清楚之故而被略除； 第13圖為第1圖的安全隔障之繫結條的立體圖； 第14圖為該安全隔障系統之一立體圖，其中該繫結條 連接於支撐柱桿及該隔障部段的面板； 第15圖為第1圖的隔障之佈局，其中具有重疊的隔障部 21 201115001 段與一弧形邊角區段； 第16圖示出一弧形邊角區段的立體圖； 第17圖為重疊的隔障部段之一詳細立體圖； 第18圖為第17圖之一變化圖； 第19圖示出一可供用於第1圖的安全隔障之變化支座； 第20圖示出第19圖的基座使用於該安全隔障系統之一 邊角區段， 第21圖為在一變化實施例中供使用於第1圖的安全隔 障之一支座的立體圖； 第22圖為第21圖中的支柱之一側視圖； 第23圖為第1圖的安全隔障之一截面側視圖，其中第21 圖的支座係在現場的混凝土灌注之前被裝在預鑄面板上； 第24圖為第1圖的安全隔障具有第21圖中的支座之立 體圖，其中該隔障部段的面板和部份現場鑄造的混凝土為 了清楚之故而被略除； 第25圖為第24圖的立體圖，其中該支座的内構件埋入 該現場鑄造的混凝土中； 第26圖為一側視圖示出第21圖的支座由一鑄造的混凝 土結構移除； 第27圖為第21圖的支座之一前視圖，示出一用以由一 鑄造的混凝土結構移除該支座的變化措施； 第28圖為在又另一實施例中之供使用於第1圖的安全 隔障的支座之一立體圖； 第29圖為第28圖中的支座之一側視圖；及 22 201115001 第30圖為第28圖中的支座之一前視圖。 【主要元件符號說明】 1.. .安全隔障 3，203，303...支架 4.. .隔障部段 5.. .外穩定化總成 6.. .繫結物 7.. ·搂牆 8…下盤 9…現場混凝土 11.. .面板區部 13···支柱 31，143...管 33，131·..束夾 35，145···基板 37.··内構件 39，339…外構件 41.. .小孔 43.. .肩部 45，245...第一抬高區 47，247…第二4台高區 53，55，57...板 61，301...固定板 63，303...浮動板 65.. .街架 80.. .套鞘 85…撬桿 91···力條 95.. .中軸 97.. .隔障夾 99···力條固緊物 100··.建物 101.. .頂板 102.. .預鑄面板 103…樓板 104.. .頂部邊緣 105.. .起始條 121.. .邊角 123.. .間隙 125.. .重疊隔障部段 51·..孔 127…弧形邊角 23 201115001 141…基座 237.. .内桿 244…槓桿撬耳 281.. .補強桿 305，309...螺栓 307， 340. 364. 365. 308...中空管段 .外構件板 .上部 •軸 24201115001 VI. Description of the invention: [Technical Fields of the Invention] Field of the Invention The present invention relates to a safety barrier, The present invention is directed to, But not exclusively, Used as a movable safety barrier or component for building construction or maintenance. The invention has particular utility as a safety barrier for precast shaped blocks. The material block will be completed with the on-site cast concrete. The invention is described herein. but, Please understand that the complaints of the present invention can be used for a wider range of purposes. Not limited to the above uses. BACKGROUND OF THE INVENTION A concrete structure for a concrete body is called a 匕 次 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ They are typically made elsewhere. The use of concrete elements has the advantage of a higher quality and higher quality. Because these components are manufactured in a more controlled environment. And, Concrete components can be installed quickly at the site, It will not be delayed for the hardening of the concrete. However, 'concrete concrete' is a limiting factor that can be efficiently delivered to i and installed in size and weight. , Another method is to cast concrete elements in the field, which has the size and size of the earth. Because of the structure of the concrete, the condensation is determined by the module on site. but, Casting a cohesive edge structure in situ may require more than four (4) time to build, _ The strength of the coagulation must be cured. ·’, , Structure and another method is to combine the above-mentioned 201115001 method with hybrid concrete construction. To reduce some of the disadvantages of the two methods. This may include the installation of concrete concrete walls and concrete slabs. It forms part of the module for in-situ casting of concrete. The cast concrete crucible will be poured into the module. And hardened in the concrete, A combined mixed concrete structure is formed. This method reduces the need for separate movable modules, Because the module is part of the concrete structure. At different stages of construction, Safety barriers must be provided to enclose or restrict access to unsafe areas. In detail, When the construction period is blocked, it will be installed around the perimeter of a multi-story building. Used to protect workers and objects from falling to the ground. The safety barriers can be temporarily bolted around the circumference of each floor of the building. For buildings using a hybrid concrete construction method, This may include locking the perimeter of the slab or slab. For safety reasons, Better is as soon as possible, A safety barrier is placed before the concrete is cast on the site. It takes a lot of manual work to lock the fence to the floor or low wall. It may be necessary to drill holes in the concrete near the edge of the building to apply bolts and barrier components. This is not good, Because the worker must be close to the edge of the floor to operate the tool for a long time, It is very dangerous if there is no safety barrier. also, Drilling in the concrete may cause cracks in the concrete to be stretched, It negatively affects the integrity of the concrete structure. or, In order to minimize the time required to invade the concrete and speed up the installation of a safety barrier, A self-supporting peripheral fence can be erected from the inboard side of the slab. E.g, The perimeter fence will be erected on the 預鑄201115001 concrete slab. But 'this will reduce the area of traffic, It may prevent workers from working in areas close to the edge of the slab. And, This – safety barriers may interfere with the casting and maintenance of the site concrete. It is therefore expected that a method of erecting a safety barrier and a related safety barrier will be provided which are less time consuming and easier to construct. It is not necessary to drill holes in the concrete. It is also desirable to provide a barrier that can be used in hybrid concrete construction. also, Preferably, the safety barrier can be easily removed when not needed. I: SUMMARY OF THE INVENTION In a first aspect, It is a method for providing a female detachable I1 sheep with a δ and a removable structure on a construction site. The method includes the following steps: Positioning one or more barrier supports on one of the edge structures of the structure, The quarantine sheep support is enclosed by a safety barrier of the detachable building - the inner member is positioned against one of the inner side of the edge structure; And to the edge structure of the casting - cementitious components, So that at least a portion of the inner member is embedded in the casting element, The crucible is such that the inner member can be released from the hardened casting element by lifting the barrier support from the edge support structure. According to this first aspect, A method of erecting a removable safety barrier will be provided. It is ideally suited for construction techniques where on-site casting of components occurs. For example, it can be found in mixed concrete construction. The method uses a simple positioning support system on the edge structure. For example, in a low-rise wall panel in a mixed concrete construction. The stability of the connection is at least partially provided by the length of the support members. By allowing the 201115001 internal component of the support to be embedded 'but still can be released from the hardened casting, Therefore, the length of the inner member will not be limited to the gap (if any) provided from the top of the edge structure to the level of the tungsten article. And a measure can be provided so that the integrity of the casting is not excessively damaged by the release of the support. In this way, the inventors have discovered that a satisfactory mounting technique for a safety barrier will be provided, It does not require edge drilling and fixing with fasteners, For example, concrete bolts and the like seen in the prior art. In order to facilitate the release of the barrier supports, A downwardly extending shoulder can be provided on the barrier supports. The downwardly extending shoulders are spaced apart from each other by the casting element' and are arranged to provide a raised point for the further support. In this way, a standard tool such as a camera can be used to release the building member from the casting. Can be attached or selected, An excretion agent such as a non-adhesive coating, A film (e.g., a polymer or sleeve) or a sacrificial block (e.g., a polymeric block) can also be used to assist in facilitating the release of the inner member from the casting. In another aspect, Providing a method of removing a security barrier on a building under construction, The barrier is provided on one of the edge structures of the building. And having an inner member embedded in a pair of elements cast into the edge structure, The method includes the following steps: Pulling the barrier support away from the edge structure, The buried portion of the inner member is released by the casting element. In one form, The one or the knife support further comprises at least one lighter. It is designed to accommodate one or more safety barrier sections. 俾 enabling the barrier support to support the barrier segments on the edge structure "in such a manner that the barrier supports can be provided as separate components such as a major portion of the security barrier, And the safety barrier sections are configured to be nested in the barrier mounts after the mounts have been ruptured on the edge structure. In one form, the barrier segments comprise spaced apart columns, etc., which are connected by a barrier in the barrier, It is typically a wire mesh, But it can also be solid or formed by cable components. Or a combination of the above components. In one form, The coupler includes a set of rings. It is designed to receive a pole of the barrier section. In a particular form, One or more of the barrier supports are provided with a plurality of couplers. In one form the pedestal is configured to support two or more barrier segments. In a variant, The main part of the safety barrier is integrated with the barrier supports. So that they can be supplied as a unit. In one form, A stabilizing assembly is also provided as part of the barrier support. The purpose of the stabilizing assembly is to support the safety barrier at a location separated by the barrier support. In a particular form, The stabilizing assembly will engage an upper region of the barrier, The impedance can be applied to the load due to pushing against the barrier. In the form of a safety barrier, The supports are mounted on the building. One or more standard sized barrier sections are then placed on the mounts. The barrier segments are sequentially installed and typically start at one of the corners of the building. In a particular form, In order for the safety barrier to be continuous, And filling the gap between the lengths of the barriers that are less than one barrier section, These sections will be listed as overlapping. According to this other aspect, A method of erecting a movable safety barrier on a building under construction will be provided, It provides the following steps: Locating a plurality of barrier supports on one of the edge structures of the building, These barrier supports 201115001 are set to be able to support # a majority of these safety barrier sections. Overlap at least one barrier section and two spaced neighbors to the barrier section, They are shackled by separate barriers; And the less--(four) sections are formed adjacent to the barrier sections and/or the respective barrier supports to form a continuous safety barrier. In this method, #疋开; In the formula, The at least one overlapping barrier section is secured to the two adjacent barrier sections. In the form, The edge structure of the structure includes a plurality of side edges and sections disposed between the corners. And wherein the barrier segments are mounted by at least one corner of the edge structure and wherein the at least one overlapping barrier segments are configured to be mounted between respective corners of the edge structure An intermediate section. In another ι, In the sample, The present invention relates to a barrier support for supporting a safety barrier on a lower disc structure. The barrier includes an attachment area 4 that is mounted on the upper edge of the lower disc structure. The attachment area has a channel shape and has an inner member and an outer member. These components are «always available. The inner and outer sides of the structure are positioned sideways. In form, The inner member of the beta has a lower part. When used, it is designed to be embedded in a cementitious component that is reinforced by the inside of the lower disc structure. The lower system is formed such that the mu is lifted off the lower disc structure and is hardened by the hardening. The casting elements are released. In a particular form, the support further includes a raised region having a downwardly facing surface to facilitate raising the barrier support. The lower portion of the inner member is released by the casting element. In a particular form, The outer member is longer than the inner member. When using 8 201115001, The outer member is required to resist at least a portion of the outward force applied to the barrier, which is the primary force that must be tolerated by the barrier, And therefore can, . The tolerated load is an important performance feature of the design. Component J: The length of the member of Zeng Likou’s ancient eve, This allows the component to be able to withstand a greater moment applied to the support for a particular load. ~ Valley In one form, The inner member is composed of a plate. In another form, the inner member is composed of - or more bars. When the inner member is in the form of a bar, it will advantageously have a smaller area. The allowable portions of the members extend between and under the reinforcing bars in the casting region. And because the bars have a thinner profile, Therefore, the bracket can be allowed to be set and adjusted in a larger range. And ^ will interfere with the reinforcing bars. . In another form, The attachment area further includes a base. The inner and outer members will protrude from it. The base is set to be positionable when in use, On the top of the front. In a particular device, The support further contains at least two: The connector is mounted on the attachment area, It is also set as one of the safety barriers. In one form, The stand contains a number of couplers. In form, The support barrier further includes a stabilizing assembly that is mounted relative to the splicing section. And having - the first engaging portion is configured to engage and support the safety barrier with the _ spaced apart from the attached front portion. The use of the stabilizing assembly provides rigidity to the support device. And improve the performance of the bearing impedance applied to the moment load of the safety barrier. therefore, In another aspect, The present invention relates to a barrier support for cutting a safety barrier on a lower tray structure, The barrier includes an attachment region and can be mounted on an upper edge of the lower tray structure. And a stable 9 201115001 assembly is installed relative to the attachment area, And having a first member configured to engage and support the safety barrier in spaced relationship with the attachment portion. In a particular device, The stabilizing assembly further comprises a second component, It is capable of directly or indirectly engaging the lower disc structure in a spaced relationship from the attachment section. In one form, The support includes an inner and outer member that spans an edge structure of the structure. The second member is engageable with the lower disc structure via the second member. In a particular form, The stabilizing assembly is formed as a truss. In one form, The assembly will extend out of the outer side of the lower disc structure. In another aspect, Providing a tie for supporting a safety barrier, The tie is configured to interconnect the safety barrier to a fixed position on the inside of the lower tray structure. In this way, In one form, This stabilization can always be set to impedance and help to increase the rigidity and performance of the barrier under external loads. The conjugate can resist the inward load. In a particular form, The ties are configured to interconnect the safety barrier to the exposed reinforcement in the structure. In yet another form, The present invention relates to a safety barrier attached thereto - in accordance with any of the above forms of barrier support, And - the main part contains a barrier fill. In a particular $, A safety barrier consists of a number of barrier sections. Each barrier section has a plurality of spaced apart poles. And - the barrier fill is placed between the poles, The shots are tilted and the support is supported. The above method, _Supports and safety barriers can be rationally constructed. 'These _ must be installed quickly (4) will put the work ^ 201115001 in danger. An advantage of at least one form of the invention is that the barrier can be installed, The holders are fixed without the need to borrow holes and insert the fasteners into the lower disc structure. In at least the form, The supports can be placed on the side structure to be installed. The invention is ideally suited for use in hybrid concrete construction. It uses a concrete slab as a vanishing edge form. BRIEF DESCRIPTION OF THE DRAWINGS One embodiment of the invention is described below with reference to the accompanying drawings. It should be understood that the features of the drawings and the associated description are not limited to the foregoing broad description of the invention. In the drawings: Figure 1 is a perspective view of a safety barrier of a concrete structure installed in a building; Figure 2 is a detailed perspective view of one of the safety barriers of Figure 1; Figure 3 is a perspective view of one of the supports for use in the security barrier of the magic map; Figure 4 is a top view of one of the supports in Figure 3; Figure 5 is a side view of the support in Figure 3; Figure 6 is a front view of one of the supports in Figure 3; Figure 7 is a perspective view of one of the supports of Figure 3. It is also provided with a plastic sheath to assist the support to be released from a casting; Figure 8A is a cross-sectional side view of the safety barrier of Figure 1 before the concrete infusion on the site; Figure 8B is a cross-sectional side view of the safety barrier of Figure i mounted on the raft panel after concrete infusion at the site; Figure 9 is a side view showing the support of Figure 3 removed from a cast concrete 11 201115001 structure; Figure 10 is a front view of the support of Figure 3, Demonstrating measures for the removal of the seat from a cast concrete structure; - side view, The barrier portion is shown in Fig. 11 as a section of the safety barrier of Fig. 1 connected to the reinforcement by a series of knots; Figure 12 is a perspective view of a safety barrier system of Figure 11 in which the safety barrier barrier panel is omitted for clarity; , " Figure 13 is a perspective view of the knot of the safety barrier of Figure 1; Figure 14 is a perspective view of the safety barrier system. Wherein the knot is connected to the support post and the panel of the barrier section; Figure 15 is the layout of the barrier in Figure 1. Wherein there are overlapping barrier segments and an arcuate corner segment; Figure 16 is a perspective view of a curved corner section; Figure 17 is a detailed perspective view of one of the overlapping barrier sections; Figure 18 is a variation diagram of Figure 17; Figure 19 shows - available for the first! Figure of the safety barrier change bearing; Figure 20 shows the pedestal of Figure 19 used in one of the corner sections of the safety barrier system; Figure 21 is a perspective view of a support for use in the safety barrier of Figure i in a variant embodiment; Figure 22 is a side view of one of the pillars in Figure 21; Figure 23 is a cross-sectional side view of the safety barrier of Figure 1. The support of the u-th diagram is placed on the ember panel before the field of the soil; Figure 24 is a perspective view of the safety barrier of Figure 1 having the support of Figure 21; 201115001 Figure 00 The panel of the towel barrier section and a portion of the cast-in-place concrete are omitted for clarity; The younger figure is a perspective view of Fig. 24, Wherein the inner member of the support is embedded in the cast concrete; Figure 26 is a side elevational view showing the support of Figure 21 removed from the cast concrete structure; Figure 27 is a front elevational view of one of the holders of Figure 21 showing a variation of the movement of the concrete structure by a town; Figure 28 is a perspective view of a holder for use in the safety barrier of Figure 1 in still another embodiment; Figure 29 is a side view of the support in Figure 28; And Fig. 30 is a front view of one of the holders in Fig. 28. t MODE FOR CARRYING OUT THE INVENTION Detailed Description of the Preferred Embodiments Figs. 1 and 2 show that the _ safety barrier is mounted on the top plate 101 of a towering building structure 100. The structure 1 is constructed using a hybrid construction method in which the concrete panel 102 of the concrete is installed as one of the external structures of the structure and serves as a permanent mold for the inner floor 1〇3 of the structure for casting the structure. Pieces. therefore, Before pouring the floor 1〇3, The pre-town panel 1〇2 will extend above the top plate area being constructed to form a low wall surrounding the building. Although the first and second figures show that the top plate 1〇1 has a template 1〇3 has been cast, This will be more detailed later, However, the safety barrier is mounted on the top edge 1〇4 of the top panel (which will form the low wall). Workers can be protected while casting the floor. The barrier 1 can also be removed after the floor 103 is cast. 俾 13 201115001 A subsequent floor of one of the buildings is allowed to be constructed. 'Hai Safety Barrier 1 contains different components, A bracket 3 or the like is mounted on the edge 1() 4 of the panel 102, The barrier section 4 and the like are fixed to the brackets 3, and the external stabilizer assembly 5 and the like are extended by the bracket 3 and connected to the barrier section 4, And the conjugates 6 and the like, which return the barrier sections 4 to the starting strips 105 and the like which protrude from the floor slab 103. The bracket 3 will now be described with reference to Figures 3 to 6. The bracket 3 is composed of a base plate 35 and a short inner member 37 and an outer member. Within such The outer member is formed by the substrate 35 extending at substantially right angles in the same direction to form an inverted "U" or channel shape. The channel will form - the attachment area is suitable. The buckle is caught on the rectangular top edge of the concrete panel. In use, the inner member 37 can be adapted to fit against the inner side a of the concrete slab. The 6 彡 outer member 39 is adapted to be purely attached to the outer surface of the lining soil panels. A small hole 41 or the like is provided on the substrate 35 and the outer member %, With the 乂 attached 俾 俾, the money rack 3 can be mounted on different sizes of 預鑄 concrete panels. The discs can be made of rubber to increase the friction of the bracket 3 against the concrete panel. A shoulder 43 is provided on the substrate 35 and the inner member 37. They can be made up of square bars of a certain length and having a right angle bend. It is soldered to the substrate 35 and (10) member 37. The (four) portion protrudes from the substrate 35 and the inner member 37 at the second elevated portion 47 of the first-elevation region. The shoulders 43 also provide increased rigidity to the substrate 35 and (10) members. A pair of tubes 31 extending from the substrate 35 are provided for mounting - barriers & 4 of the pillars 13 in the upper part. The buckle is welded to the tube and the plate 53 of the 201115001 substrate 35, 55. 57 to reinforce. A bundle of clips 33 is provided above the pair of tubes 31, And is supported by a truss 65 to form a stabilizing assembly 5. The bundle 33 is composed of a fixing plate 61 and a floating plate 63. It is fixed with a bolt and a nut. When in use, The bolt and nut will be locked. The fixing plate 61 and the floating plate 63 are clamped to an intermediate portion of the pair of struts 13 spaced apart from the attachment portion. The truss 65 on the bracket 3 is composed of two triangular trusses. They are placed on the outside of the concrete slab when used. The truss system is configured to resist the generated moment arm when a force is applied to the barrier section 4 and the force is directed toward the exterior of the building. Figure 7 shows the stent 3 having a polymeric sheath 8 surrounding the inner member 37. The sheath can be coated with an release agent internally or externally. To reduce friction and sticking between the sheath and the inner member 37. or, The inner member 37 can be encapsulated with another suitable sacrificial material. For example, a polymer block. In another embodiment, The inner member 37 can be coated with a release agent. For example, a non-stick coating. When you want to frame "four female full barrier systems, The operator will place the majority of the brackets 3 on the δHai low wall 7, It slides the inner member 37 and the outer member 39 of the bracket 3 on both sides of the low wall 7, The substrate % is allowed to stick to the low wall 7. The inner member 37 can be adapted to be embedded in a cast component. It was placed on the side of the building wall. If necessary, A bract can also be added to ensure that the bracket 3 fits snugly against the wall 7. The operator will put the pillars (10) into the bracket 3 secret 51. The spacer segments are attached to the bracket 3. 兮 The operator will install more barrier sections 4 on the majority of the brackets as needed / after the required barrier section 4 is positioned, Then the operator will fix the bundle clamp 15 201115001 33 to the pillar 13 . Therefore, the barrier sections 4 are supported by the consumable at the tube 31 and the stabilizing assembly 5 at the bundle 33. At this stage, The safety barrier system 1 is in an installed state as shown in the 8A circle. And the function is like a safety barrier. Fig. 8A also shows the state of the safety barrier system 1 before it is used to form a floor slab 1 in the concrete at the filling site. In this case, The pre-formed concrete low wall 7 and lower floor slab 8 will be installed first. The safety barrier 1 will be installed as described above. The important thing is that The safety barrier system is to be installed before further preparation work is carried out. To increase the safety of the operator at the construction site. After the safety barrier is erected, The operator can install the reinforcing rod ("strength"). And fill the concrete on site as needed. Figure 8B shows the on-site concrete 9, Low wall 7, And the lower tray 8 forming the floor slab 1〇3. At the site concrete 9 has been set, And after further construction tasks have been completed, The operator can remove the bundle clips 33 and remove the barrier sections 4 to disassemble the safety barrier system. The operator can be vertically raised by the S-slab slab 103 when the bracket 3 is to be removed. The pre-assembled plastic sheath 80 as described above can reduce the cohesion and friction between the bracket 3 and the concrete structure. To assist in the removal of the stent 3. Please refer to Figure 9, If a stand 3 cannot be removed by hand, Then, the shooting rod 85 can be inspected for the money by the __ elevated area. Or the operator can also use the _ rod 85 to abut the second elevated area 47 to assist in removing the bracket 3, As shown in Figure 1. 11 to 14 show another embodiment of the present invention, The safety barrier system 1 can be stepped into the standard. Using the knot 6 to connect the barrier portion 16 201115001 segment 4 to a fixed position on the structure. For example, starting milk. Figure 13 shows the tie strip 6. The knot 6 is made up of - the central axis 95, a barrier clip 97, And the force bar fasteners 99 and so on. The barrier clip 97 includes a fixing plate 301 attached to the shaft 95, And a floating plate 303, The two plates 3〇3〇3 are connected by bolts 305, It can also be adapted to clamp the barrier section 4. . The partition P early fire 97 can grip the barrier section 4 at the sill pillar 13 or the panel section 11. The strip fastener 99 is a first and a first hollow tube section 307 which are welded together at right angles. 308, And each pipe section is provided with a fastening bolt 309. To install the knot 6, The fastening bolts 3〇9 are relaxed so that the pipe sections 307 can be slipped along the shaft 95. The knot 6 嗣 can be slid on the force bar 91 by the 5 Xuan # pipe section 308. The force strip 91 is placed through the tube section 308 to be positioned. The barrier clip 97嗣 is attached to the pillar 13 or the panel section 11 of the barrier section 4, As shown in the figure n. When the shaft 95 is supported, it will remain substantially parallel to the floor, And the fastening bolts 3〇9 are locked to fix the tie bars 6 in position. Figure 15 is a top plan view of a safety barrier 1 system on a building slab. When installing such safety barriers around the perimeter of a building, The brackets 3 and the barrier sections 4 are first erected at all corners 121. The bracket 3 and the barrier section 4 are then erected by the corners 121 along the circumference of the fence. Until the barrier section 4 extending from the two corners 121 causes a gap 123 which is narrower than the length of the barrier section 4. In order to maintain continuity in the safety barrier system i, An overlapping barrier section 125 will be installed to bridge the gap 123. If necessary, The knot 6嗣 will be installed to provide increased rigidity to the safety barrier system 1 201115001. If appropriate, Then, the curved corner 127 of the round curve can be formed by causing an arc of the barrier section 4 around the corner. As shown in Figure 16. or, The barrier section 4 in the arc can be used as a pedestal by means of a column block. Figures 17 and 18 illustrate overlapping barrier segments 125 for bridging a gap 123. The barrier section 4 is extended by the corners 121 and supported by the illusion. For the branch, the overlapping barrier section (2), Most of the shirts m will be tightly tied to the cut barrier section 4 by the wire. The bundle holder 131 is adapted to provide a clamping action between the two plates by a pair of plates and a bolt and a bolt. The bundle clips 131 will clamp the barrier section 4 and the panel section 11 of the overlapping barrier section 125 together. 19 and 20 illustrate the corner 121 of one embodiment of the security barrier system. A base 141 is provided and consists of a pair of tubes 143. It is vertically extended by a substrate 145. As shown in Figure 19 and the figure, The base 141 is adapted to support the early portion #4' and is adapted to receive the barrier segments 4 having two different angles from each other. When the pedestal 141 is used at the corner 121, The base 141 can be placed on the low wall 7 without being fastened. Alternatively, The base 141 can also be secured to the low wall 7 or floor via holes 147. 21 to 27 illustrate a stent 203 of a variant embodiment. The bracket 2〇3 includes a pair of short inner rods 237, The inner rods 237 are made of square rods bent at right angles. And attached to the substrate 35. The inner rods 237 are similar to the shoulders 43 described in the first embodiment. Although the shoulder of the inner rod 237 of the bracket 203 is formed and has a long vertical section. Similar to the first embodiment, The pair of inner rods 237, Substrate 35 and outer member 39 18 201115001 will provide attachment regions in the form of inverted u" or "j" shaped channels. The inner rods 237 can also be adapted to be buried in the cementitious elements that are placed against the inside of the concrete panels. A lever 244 is attached to the inner rod 237, Used to provide the first high zone 245. - The second elevated zone 247 is provided at the level of the square complement. 卩, The second elevated region 47 is similar to the first embodiment. Figure 23 shows that the bracket 2〇3 is mounted on the concrete concrete wall 7 of the concrete. When installed, A portion of the inner rod 237 extends to a position below the reinforcing rod 281. Figure 24 shows the mounted bracket 2〇3, The partially cast concrete and the panels of the barrier section 4 are omitted for clarity. By providing an inner rod 237 having a slender profile, The pair of inner rods 237 will be positionally adjustable between the reinforcing rods 281 in the in-situ concrete casting zone. Advantageously, This reduces the chance that the stiffeners 281 interfere with the installation of the bracket 203. When a special spacer 203 is used, If the inner rods 237 interfere with the reinforcing rods 281, Different lengths of the barrier section 4 can be used, To change the position of the bracket 2〇3, The inner rods 237 can be passed between the reinforcing rods 281. Figure 25 shows the mounted bracket 2〇3, The slab 1〇3 is formed by 預鑄 and on-site cast concrete. Figures 26 and 27 illustrate the use of a mast 85 to lift the bracket 2〇3 from the concrete structure. This can be achieved by inserting the first elevated zone 245 or the second elevated zone 247. Figures 28 to 30 illustrate yet another embodiment of the stent. Similar to the previous embodiment, the bracket 303 is provided with a pair of short inner rods 237, a substrate 35, And a pair of tubes 31 to form a coupler. The stent 303 comprises a vertebral system consisting of a two-axis 365. The lower portion of the ridge 19 201115001 is formed with an outer member 339 ' I attached to the outer member plate 34 〇 or the like. The outer member plates 34G are provided with small holes 41. Attachable cymbals are available for adapting to different sizes of concrete slabs. The outer member 339, Outer member plate 34〇, The inner rod 237 and the substrate 35 form an attachment portion. Substantially in the form of - "u" 戋 J-shaped channel, As shown in the previous embodiment. The upper portion 364 of the isometric shaft 365 will form a louver 33 to form a stabilizing assembly 5. In this embodiment, there is no need for a frame. This will provide the bracket 3〇3 - a simplified structure, It can result in lower weight, Capacity (4) and lower production costs. The bracket 303 in this embodiment can be removed by wire, As described in the previous embodiments. In particular, the inner rods 237 can be adapted to be embedded in a pair of cementitious elements cast into the inner side of the concrete slab. And, The bracket 303 can be lifted by the = support structure by being inserted against the first 245 or second elevated region 247. In the following claims, and in the above description of the invention, unless the content requires, otherwise the word "comprises" or its variations, such as "containing" or "including", is used in a Inclusive means to indicate the existence of the feature, However, the presence or addition of a bribe in the different implementations of the invention is not excluded. Should you understand, If any publicly available material is quoted in this material, the reference does not constitute H means that the publicly available material is part of the general knowledge of the field in Australia or any of its (4) families. [The diagram is simple to say ^曰月; j The first picture shows the safety of the precast concrete structure of Anshang in a building. 20 201115001 A perspective view of the obstacle; Figure 2 is a detailed perspective view of the safety barrier of the second diagram; Figure 3 is a perspective view of a support for use in the safety barrier of Figure 1; Figure 4 is a top view of one of the supports in Figure 3; Figure 5 is a side view of the support in Figure 3; Figure 6 is a front view of one of the supports in Figure 3; Figure 7 is a perspective view of one of the supports of Figure 3. It is also provided with a plastic sheath to assist the support from being released from a casting; Figure 8A is the first! A cross-sectional side view of the safety barrier of the figure mounted on the sill panel prior to concrete infusion at the site; Figure 8B is a cross-sectional side view of the safety barrier of Figure 1 mounted on the raft panel after concrete infusion at the site; Figure 9 is a side view showing the support of Figure 3 removed from a scaled concrete structure; Figure 10 is a front view of one of the supports of Figure 3. A variation measure for removing the support from a cast concrete structure is shown; Figure 11 is a side view of the safety barrier of Figure 1. It is shown that the barrier portion is connected to the reinforcing material by a series of knots; Figure 12 is a perspective view of a safety barrier system of Figure 11 in which the safety barrier barrier panel is omitted for clarity; Figure 13 is a perspective view of the knot of the safety barrier of Figure 1; Figure 14 is a perspective view of the safety barrier system. Wherein the knot is connected to the support post and the panel of the barrier section; Figure 15 is the layout of the barrier in Figure 1. Wherein there is an overlapping barrier portion 21 201115001 segment and an arcuate corner segment; Figure 16 is a perspective view of a curved corner section; Figure 17 is a detailed perspective view of one of the overlapping barrier sections; Figure 18 is a variation diagram of Figure 17; Figure 19 shows a variation of the support for the safety barrier of Figure 1; Figure 20 shows the pedestal of Figure 19 used in one of the corner sections of the safety barrier system, Figure 21 is a perspective view of a support for use in the safety barrier of Figure 1 in a variant embodiment; Figure 22 is a side view of one of the pillars in Figure 21; Figure 23 is a cross-sectional side view of the safety barrier of Figure 1. The support of Figure 21 is mounted on the sill panel prior to concrete infusion at the site; Figure 24 is a perspective view of the safety barrier of Figure 1 having the support of Figure 21, Wherein the panel of the barrier section and a portion of the cast-in-place concrete are omitted for clarity; Figure 25 is a perspective view of Figure 24, Wherein the inner member of the support is embedded in the cast concrete; Figure 26 is a side elevational view showing the support of Figure 21 removed from a cast concrete structure; Figure 27 is a front view of one of the holders of Figure 21, A variation measure for removing the support from a cast concrete structure is shown; Figure 28 is a perspective view of a holder for use in the safety barrier of Figure 1 in yet another embodiment; Figure 29 is a side view of the support in Figure 28; And 22 201115001 Figure 30 is a front view of one of the supports in Figure 28. [Main component symbol description] 1. . . Security barrier 3,203,303. . . Bracket 4. . . Barrier section 5. . . External stabilization assembly 6. . . Tightening 7. . ·搂墙8...下盘9...Field concrete 11. . . Panel area 13··· pillar 31,143. . . Tube 33,131·. . Bundle 35,145···substrate 37. ··Internal components 39,339...external members 41. . . Small hole 43. . . Shoulder 45,245. . . The first elevated zone 47,247...the second four high zones 53,55,57. . . Board 61,301. . . Fixing plate 63,303. . . Floating board 65. . . Street frame 80. . . Sleeve 85...Mast 91···力条 95. . . Central axis 97. . . Barrier clamp 99···力条固紧 100··. Building 101. . . Top plate 102. . . 預鑄 panel 103... slab 104. . . Top edge 105. . . Starting strip 121. . . Corner 123. . . Clearance 125. . . Overlapping barrier section 51·. . Hole 127...curved corner 23 201115001 141... base 237. . . Inner rod 244...Leverage lever 281. . . Reinforcing rod 305,309. . . Bolt 307, 340. 364. 365. 308. . . Hollow pipe section . External component board. Upper • Axis 24