經濟部智慧財產局員工消費合作社印製 A7 ______B7__ 五、發明說明（1 ) 摘要 發明領域 本發明是關於一種施工方法，特別是一種用於單一或 多樓層建物的複合混凝土樓板/平頂之施工方法。 發明背景 有很多不同的施工技術用以製作單一或多樓層建物的 樓板/平頂。大多需要實質構架以支撐灌入混凝土的適當 模板。混凝土的基本量通常是需要以提供合成樓板/平頂 所要求結構的完整性。在許多情況，鋼筋加強倂入樓板中 以提供足夠的拉伸或彎曲強度，以及收縮最小化與裂痕控 制。 一種最近開發的施工技術，具有相當成功的商業價値 ，揭示於澳洲專利案第7 4 2 5 8 / 9 6號並顯示於圖6 。此施工系統涉及使用數個平行並分開的預力加強混凝土 樑1 0 0，通常是反” T ”形，延伸跨過所要的樓板/平頂區 以支撐模板。適當的模板1 5 0是安放在各混凝土樑間。 混凝土 2 0 0然後灌入模板頂部以覆蓋樑1 0 〇至一要求 深度，並使其凝固。選擇性地，收縮控制網目1 7 5可在 灌入水泥前鋪在樑上。平頂鋪面2 8 0可附在樑1 〇 〇的 下側若有需要的話。在此處理的一特定已知實施例中，模 板是以1 2 m m厚平面的纖維加強水泥板架構而成。 通常，樑1 0 0是以約4 0 0 m m的間隔分開。在此 距離，此平面的纖維加強水泥模板是符合於澳洲標準 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） (請先《讀背面之注意事項再填寫本頁) 訂： •線. A7 _____B7__ 五、發明說明（2 ) AS 3 6 1 0。亦即，它們可承受一個工人走過樑間，而 後，濕混凝土的重量灌入模板的頂部。然而，此類型的模 ‘ ~"·· , N--, ·~ 板所能承受的重量有所限制。平面的模板例如通常在1 0 s------....... '' ' ’到2 0 m m的厚度。若要求將混凝土樑設置得更分開以減 少樓板/平頂的成本，則模板必須更加堅固以支撐更高的 彎曲應力與濕混凝土的更大重量。此需要平面纖維加強水 泥模板是更厚及/或更完全地壓縮以增加它們的強度。此 兩者選擇實質上都增加了此施工方法的成本。 本發明尋求以克服此習知技術的一或數個缺點，或至 少提供一有用的替代方法。 發明槪述 因此，在第一觀點上，本發明提供一種樓板/平頂的 施工方法，其包含下列步驟：. (a )藉由一周圍邊界以界定一樓板/平頂區： (b )實質地以纖維加強水泥形成波紋的一般平板材 料； (c )以一層該波紋模板材料覆蓋至少該樓板/平頂 區的主要部分作爲永久模板； (d )以混凝土充塡該樓板/平頂區至一適當深度； 及 (e )允許混凝土凝固以便形成樓板/平頂。 本文中所使用的術語 ''纖維加強水泥〃包括以水泥形 成的高壓且自然凝固的產品、纖維加強物、及其它選擇性 本紙張尺度適用中國國家標準（CNS〉A4規格（210 X 297公釐） (請先閲讀背面之注意事項再填寫本頁) *SJ· -•線- 經濟部智慧財產局員工消費合作社印製 A7 B7 五、發明說明（3 ) 添加物，此添加物無論是否由'' Hatscheck " 、 " Magnani 〃、擠製或其它處理予以製造，具或不具後形成壓製。 本文中所使用的術語"平面"表示一般延伸在一平面 上的板，在未彎曲、扭曲或成拱形的範圍下。此界定並未 限制在平板，並包括具有規則波紋或類似成形，假設板的 一般範圍實質位在一平面上，或波紋的最低點（亦即”谷”） 實質位在一平面上。 除非上下文中淸楚地要求，否則在所有的說明及請求 項中，用詞 ''包含'將被架構在相反於排除意義的包括意 義中，亦即，在''包括，但不限於〃的意義中。 最好，該方法另包含下列步驟： (a )配置一列實質平行延伸的結構件跨過樓板/平 頂區； (b )配置波紋模板材料在接鄰對的該結構件間使得 波紋的脊與谷通常橫向地延伸至結構件；及 (c )灌入混凝土至一深度足以至少部分覆蓋結構件 〇 在一較佳實施例中，波紋模板材料的脊與谷對結構件 的縱軸成直角實質延伸。 最好，結構板是由捲形或壓製金屬板實質形成的樑的 形式》理想上，此金屬樑是點焊，鉚定，栓定，黏合或鉗 定以形成一加強剛度的密閉截面。 替代地，結構件可以加強混凝土或其它適當材料形成 。再者，結構件不需要是樑的形式，但是可包括例如爲磚 -......... —丨丨丨一 .6-___ 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） {請先《讀背面之注意事項再填寫本頁) 幻· 線 經濟部智慧財產局員工消费合作社印製 A7 _____Β7__ 五、發明說明（4 ) 柱或牆。 最好’結構件具有一反、Τ "形的截面外形，其下部 自各側上的上部向外延伸以界定—縱向延伸的凸肩，接鄰 ‘結構件的相對凸肩是適應以找出並支撐中間的模板。 至少在一實施例中，波紋模板是設計來承受由於掉落 物或腳踏的衝擊所造成的施工點負載而免於損壞。有利地 ’波紋模板是以纖維加強水泥形成，其互補並化學黏合於 混凝土上層而不需要補充的固持裝置，然而波紋加強了兩 組件間的機械銷。 在一較佳的變化中，此方法包括另一步驟，其在灌入 混凝土前’以一層實質平坦的平板材料覆蓋在波紋模板材 料的上表面。替代地，波紋模板材料的下側表面亦可以一 層平坦的平板覆蓋。此上與下平板最好亦是以纖維加強水 泥形成。這不但提供某些的美觀改善而且實質減少灌入模 板的混凝土量以及提供隔絕的孔穴。在某些的實施例中， 此孔穴方便地使得纜線輸送穿過樓板。 以此方式，亦可藉由將波紋模板夾在上與下平板間以 形成一加強結構強度的臨時複合模板層面。以此配置，此 層面顯示出對施工點負載的加強衝擊強度，灌漿時由於防 止潮濕而延長波紋模板的乾燥強度，改善的隔絕特性，及 由於所需混凝土量的減少而減少基礎上的重量。 根據第二觀點，本發明以先前界定的方法提供一延伸 波紋模板用以架構樓板/平頂，該模板具有實質平行的波 紋縱向緣及實質平行的直線橫向緣，其中波紋的谷與脊是 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） «-V靖先閲讀背面之注意事項再填寫本頁) 訂： --線_ 經濟部智慧財產局員工消费合作杜印製 A7 ___B7_ 五、發明說明（5 ) 實質平行於橫向緣而延伸。 (請先閱讀背面之注$項再填寫本頁) 最好，使用時，波紋是實質橫向於結構件而延伸。 最好，各模板的橫向緣是形成以便與一接鄰模板橫向 ’緣重疊，如此使得使用時接鄰各模扳端的至少一波紋配套 地啣接一連接板的互補波紋。如此的配置是特別地有助於 正確地定位重疊的模板。此亦增加了模板間的密封以減少 混凝土溢出模板的損失。 圖式簡單說明 爲了更瞭解本發明的本質，經由實例並參考下列圖式 以說明實施例，其中： 圖1是根據本發明第一實施例所適合使用的波紋片的 立體圖； 圖2是根據本發明位在結構件間原處的圖1所示波紋 模板的立體圖； 圖3是根據本發明另一實施例延伸於結構件間並覆蓋 有附加的扁平模板之圖1所示波紋模板的立體圖； 經濟部智慧財產局員Η消費合作社印製 圖4與5分別是如圖2與3所不根據本發明實施例所 架構的樓板/平頂的截面圖；及 圖6是根據習知施工技術的樓板/平頂的截面圖。 主要元件對照表 10 波紋模板 15 波紋 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） A7 ------- B7 五、發明說明（6 ) 2 0 樑 2 1 凸肩 3 0 模板 ' 4 〇 空隙 5 0 混凝土 6 0 模板 (請先閲讀背面之注意事項再填寫本頁) -8- 1 0 0 樑 1 5 0 模 板 1 7 5 網 巨 2 0 0 混 凝土 2 8 0 鋪 面 較佳實施例說明 圖1所示的模板包含一大致平面的波紋模板1 〇，其 架構自纖維加強水泥。實施例中所示，波紋模板具有不對 稱曲線的波紋1 5。然而，要瞭解到可替代地使用其它諸 如方形，三角形，波形，梯形或類似形等的輪廓，不管是 否對稱。 現參考圖2，此圖式顯示數個平行間隔分開的結構樑 2 0延伸跨過所需樓板/平頂的區域。各結構樑的截面輪 廓具有倒置'' T 〃形，其下部在各側向外延伸超過上部， 以界定一縱向延伸的凸肩2 1。波紋模板1 0分別地延伸 在接鄰結構樑2 0間，此結構樑由對置凸肩所支撐。波紋 通常橫向地延伸於結構樑的縱軸。在實施例中所示，波紋 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） --線 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社印製 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱） A7 _ B7_ 五、發明說明（7 ) 是垂直於結構樑。結構樑理想上是由金屬板捲成，並點焊 以形成一閉合截面。然而它們可替代地形成自鋼筋混凝土 ，壓製鋼或其它適當材料。再者，例如在周圍及在層降（ _1 e v e 1 s t e p - d 〇 w n s )，結構支撐件可包括混凝土或磚牆、柱 、或其它適當形成物。 在配置波紋模板1 0後•灌入混凝土 5 0以便覆蓋波 紋模板1 0與結構件2 0，如圖4所示。混凝土覆蓋結構 件2 0的上表面，一般的深度在2 5到5 0 m m。 相較於先前使用的平板，模板1 0的波形組態實質上 增加了結構剛度。以如此的增強在支撐濕混凝土 5 0的模 板強度上，結構件2 0可相對地更加間隔分開。此提供了 實質成本的降低，由於實質減少了所需覆蓋一指定樓板/ 平頂區域的結構樑數目。爲此緣故，已發現可達成一安全 並實際的增加超過習知間距5 0到1 0 0 %的有效樑距。 此更可由完美的波紋輪廓來增加。 再者，已發現由於其波紋組態，模板實質上可以較薄 於習知模板。經由實例，申請人已發現習知1 2 m m厚之 平面纖維加強水泥板可由6 · 5 m m厚之波紋模板取代用 於更大的跨距。 結果，本發明所提供的結構樑與模板是更容易且更快 鋪設，而在鋪設時更輕巧。此更減少了材料與勞力成本》 最好是，模板的橫向緣是架構以重疊使得接鄰模板端 的至少一波紋是定位在接合模板的重疊波紋上。如此的配 置是特別地有助於模板的正確定位。此亦增加模板間的密 40·-- — — — — —— — — — — — K 1111111 ^ 11111111 (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 A7 _____B7__ 五、發明說明（8 ) 合度。就如熟悉此技術者所淸楚的，如配置以非波紋模板 ’其在重疊或接合模板間的密合將不是特別地有效。結果 ’混凝土可經由模板間的間隙溢出，此將導致混凝土消耗 '的增加。再者，在模板間的如此裂痕或間隙可造成需要更 多修補的未曾檢視端產品。本發明藉由配置具波紋與可重 疊組態的模板以避免這些難題。 意外地發現，受到初步測試撞擊之具有纖維加強的波 紋水泥片顯示出一非突然損壞模式，其相信是由阻止裂痕 的波紋所造成。相對於平板在達到其撞擊限度時快速地損 壞，在纖維加強水泥波紋中的撞擊阻抗特性是相信對此類 型的動態與撞擊負載提供一附加的安全範圍，此負載在永 久模板樓板應用上是常遇到的。 在初步測試中，以纖維加強水泥製成的波紋模板中的 損壞衝擊能量在將水分含量自9 % (風乾狀況）至3 4 % ( 飽和狀況）時亦有改善，其導致衝擊能量增加5 0 % (表1 )。此意外的趨勢與扁平片在衝擊下所觀察到的正好相反 ，其顯示在損壞時減少2 0 %到3 0 %的衝擊能量。這是一 明顯的優點由於來自混凝土的水分實際上改善了基本模板 的衝擊阻抗並戲劇性地對比出其它模版材料在潮濕時顯得 較弱。 本紙張尺度適用中國國家標準（CNS)A4規格（2〗0 X 297公釐） 裝--------訂----------綿 (請先閱讀背面之注意事項再填寫本頁) 11 - A7 五、發明說明（9 經濟部智慧財產局員工消费合作社印製 擊能量 表1 波紋與平坦纖維加強水泥板的損壞衝 ί風乾與潮濕狀況) 纖維加強水 泥板 損壞能量，焦耳（JOULE) 波紋 風乾9 % 潮濕24% 從乾到濕的 含水率 含水率 含水率改變 6 2 5 m m跨距 190焦耳 286焦耳 + 50% 7 5 0 m m跨距 2 1 8焦耳 327焦耳 + 5 0% 平板 風乾1 2 % 潮濕35% 從乾到濕的 含水率 含水率 含水率改變 4 0 0 m η 1跨距 408焦耳 327焦耳 -2 0 % 500mn 1跨距 517焦耳 3 54焦耳 -3 2% 圖3與5顯示本發明的另一實施例。在此 波紋模板1 0在灌入混凝土前由一平面模板3 覆蓋。此組態具有數個超過習知技術的實質優 其提供一立即且可靠的工作台用以在灌入混凝 樓板/平頂區。次者，形成樓板/平頂所需的 實質減少由於波紋間的空隙是未塡滿混凝土（ 結果，樓板/平頂本身是實質減輕，而比較起 法，樑2 0可減小尺寸。一般來說，平均混凝 爲7 5 m m比較起習知的深度約爲1 0 0 m m 於模板所支撐的混凝土量減少’相鄰結構件2 19 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） 實施例中， 0的附加層 點。首先， 土前可走過 混凝土量是 如圖5 )。 習知施工方 土的深度約 。再者，由 〇間的距離 II — — — — — — — — — 1C ·1111111 ^ — — — — — — — — I (請先閲讀背面之注意事項再填寫本頁) A7 五、發明說明（10 ) 仍可增加。 (請先閲讀背面之注意事項再填寫本頁) 意外地，亦達成更大的衝擊阻抗。經由實例，當一 6 m m厚的平面纖維加強水泥板是鋪設在一波紋模板的上部 畤’觀察到（如表2 )在衝擊能量（依據水分含量）上增 加4 3 %到4 8 %。此趨勢顯示纖維加強水泥波紋永久模板 元件可使用一波紋模板與一平頂板的組合。 表2 -波紋模板與組合板（波紋模板+上平板）的損壞衝 擊能量（風乾與潮濕狀況） 損壞時的衝擊能量，焦耳（JOULE) 風乾狀況（9%含水率） 飽和狀況（24%含水率） 波紋 僅波紋 波紋+ 改變 僅波紋 波紋+ 改變 跨距 上平板 率％ 上平板 率％ 6 2 5mm 190焦耳 272焦耳 + 43 286焦耳 422焦耳 + 48 7 5 0mm 218焦耳 3 1 3焦耳 + 43 327焦耳 490焦耳 + 50 在另一實施例，波紋模板的下側亦可以習知平板6 ◦ 經濟部智慧財產局員工消費合作社印製 覆蓋（如圖5 )。此將對樓板/平頂提供一平滑美觀的下 側。必須要知道，分別在波紋模板1 0的上與下表面上的 模板3 0與6 0可以是相對地薄，由於不需要這些板單獨 地去支撐混凝土。此結構支撐是由波紋模板1 0配置在大 部中，然而平面的模板3 0與6 0簡單地覆蓋波紋模板。 藉由以平面的模板3 0與6 0覆蓋波紋模板1 0，純 粹減少了樓板/平頂的重量。這是空隙4 0的混合結果， ________ - 1.?- 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公釐） A7 ___B7 _ 五、發明說明（1彳） (請先閱讀背面之注意事項再填寫本頁) 其意指需要較少的混凝土，樑的尺寸越小，及/或樑距越 寬。結果，在單一或多樓層建物基礎上的負載有一必然的 減少。亦方便地提供較好的隔音，同時在某些實施例中， ’空隙4 0可使用來提供一用以輸送電力/電信纜線遍及此 建物的機構。再者，如前所論，改善了施工時衝擊負載能 力。 本發明因此提供數個重要的優點超過引證的習知技術 。首先，比較於平面模板，波紋模板具有實質較大的強度 與衝擊阻抗。因此，波紋模板可支撐一較大量的混凝土以 允許結構支撐件間的間距增大。初步測試顯示一安全且實 際功效的間距超過習知間隔5 0 %到1 0 0 % 。 --踌· 次者，以如此的波紋模板，由於其波紋輪廓，實際的 板本身較習知模板實質上更薄。再一次，初步測試已顯示 一 1 2mm厚平板可由一 6 · 5mm厚平面波紋纖維加強 水泥板取代，並具較大的樑距。 經濟部智慧財產局員工消費合作社印製 再者，波紋模板是一水泥複合物，使其與樓板系統中 的混凝土相容。相反於具永久鋼模板的情況，其不需諸如 剪銷配置或表面噴霧黏著劑的接合加強。 再者，模板的波紋輪廓減少了用以提供合成樓板/平 頂的要求厚度與結構完整性所需之混凝土量。 結果，得到實質的減少，一般約爲2 5 %在樓板/平頂 的成本上。減少的成本主要是由於減少了覆蓋樓板/平頂 區域所需結構樑。 另一優點是因爲混凝土化學黏合至上波紋層’實際上 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱） A7 B7__ 五、發明說明（12 ) 避免了脫層的可能性。即使在需要穿過平頂或樓板以切割 孔的情況下，其後模板的修飾或重新固定至接鄰此孔的混 凝土是不需要的。此戲劇性地對比出涉及使用波紋鋼模板 的習知技術，例如在銳緣，模板腐蝕與脫層，特別地接鄰 暴露緣是共同的問題。如同熟悉此技術者所淸楚的，本發 明因此提供一實際，產業上重要，且嶄新的進步在習知技 術之上。 雖然已參考了特定實例說明本發明，本發明可以許多 其它方式來具體化，這將受到熟悉此技術者所肯定。 n ϋ n n n ϋ ·1 l·-- · I (請先閲讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消费合作社印製 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公爱）Printed by A7 ____B7__ of the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the Invention (1) Abstract Field of the Invention The present invention relates to a construction method, in particular to a composite concrete floor / flat roof construction method for single or multi-story buildings . BACKGROUND OF THE INVENTION There are many different construction techniques for making single / multi-story buildings / floors. Most require a substantial frame to support the proper formwork for the concrete. The basic amount of concrete is usually needed to provide the structural integrity required for composite floor / flat roofs. In many cases, reinforcement reinforcement is incorporated into the floor to provide adequate tensile or flexural strength, as well as minimizing shrinkage and crack control. A recently developed construction technology with a fairly successful commercial price is disclosed in Australian Patent No. 7 4 2 5 8/96 and is shown in FIG. 6. This construction system involves the use of several parallel and separate prestressed reinforced concrete beams 100, usually in an inverted "T" shape, extending across the desired floor / flat roof area to support the formwork. A suitable formwork 150 is placed between the concrete beams. Concrete 200 is then poured into the top of the formwork to cover the beam 100 to a required depth and allow it to set. Alternatively, the shrinkage control mesh 175 can be laid on the beam before being poured into the cement. A flat roof pavement 280 can be attached to the underside of the beam 100 if necessary. In a specific known embodiment of this treatment, the formwork is constructed from a fiber reinforced cement board with a 12 mm thick plane. Generally, the beams 100 are separated at intervals of about 400 mm. At this distance, the flat fiber-reinforced cement formwork complies with the Australian standard. The paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) (please read the "Cautions on the back side before filling this page"). : Line. A7 _____B7__ 5. Description of the invention (2) AS 3 6 1 0. That is, they can withstand a worker walking across the beam and the weight of the wet concrete is poured into the top of the formwork. However, there is a limit to the weight that this type of die ‘~ " ·,, N--, · ~ board can bear. Planar formwork, for example, typically has a thickness of 10 s ------....... '' '' to 20 mm. If more concrete beams are required to reduce floor / flat roof costs, the formwork must be stronger to support higher bending stresses and the heavier weight of wet concrete. This requires that the flat fiber reinforced cement templates be thicker and / or more fully compressed to increase their strength. These two choices substantially increase the cost of this construction method. The present invention seeks to overcome one or more of the disadvantages of this conventional technique, or at least provide a useful alternative. SUMMARY OF THE INVENTION Therefore, in a first aspect, the present invention provides a floor / flat roof construction method, which includes the following steps: (a) defining a floor / flat roof area by a surrounding boundary: (b) essence General slab material with corrugated fiber reinforced cement to form the floor; (c) covering at least the main part of the floor / flat roof area with a layer of the corrugated formwork material as a permanent formwork; (d) filling the floor / flat roof area with concrete to An appropriate depth; and (e) allow the concrete to set in order to form a floor / flat roof. The term `` fiber-reinforced cement '' used in this article includes high-pressure and naturally solidified products formed from cement, fiber reinforcements, and other options. This paper is sized to the Chinese national standard (CNS> A4 specification (210 X 297 mm) ) (Please read the notes on the back before filling out this page) * SJ ·-• line-Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 B7 V. Description of Invention (3) Additive, whether or not 'Hatscheck ", " Magnani 〃, extrusion or other processing to manufacture, with or without forming a press. The term " plane " as used herein means a plate that generally extends on a flat surface, in an unbent, Twisted or arched range. This definition is not limited to flat plates, and includes those with regular corrugations or similar shapes, assuming that the general range of the plate is substantially on a plane, or the lowest point of the corrugations (ie, "valley") The substance is on a plane. Unless explicitly required by context, the word `` include '' in all descriptions and claims will be structured in a package that is contrary to the meaning of exclusion In the sense, that is, in the sense that `` includes, but is not limited to, 另. Preferably, the method further comprises the following steps: (a) configuring a series of substantially parallel structural members across the floor / flat roof area; (b ) Disposing corrugated formwork material between adjacent structural members such that the ridges and valleys of the corrugations generally extend laterally to the structural members; and (c) inject concrete to a depth sufficient to at least partially cover the structural members. In the example, the ridges of the corrugated template material extend substantially at right angles to the longitudinal axis of the structural member. Preferably, the structural plate is in the form of a beam substantially formed by a rolled or pressed metal plate. Ideally, the metal beam is spot welded. , Riveting, bolting, gluing or clamping to form a closed section with enhanced stiffness. Alternatively, the structural member may be reinforced with concrete or other suitable material. Further, the structural member need not be in the form of a beam, but may include, for example, For the brick -......... — 丨 丨 丨 一 .6 -___ This paper size applies to the Chinese National Standard (CNS) A4 (210 X 297 mm) {Please read the "Cautions on the back side first" (Fill in this page) Hui Property Office employees consumer cooperatives printed A7 _____ Β7__ V. invention is described in (4) post or wall. Preferably, the 'structural member has a reverse, T " shaped cross-section, and the lower part extends outward from the upper part on each side to define-a longitudinally extending shoulder, the opposite shoulder adjacent to the' structural member is adapted to find out And support the middle template. In at least one embodiment, the corrugated formwork is designed to withstand the load at the construction site due to the impact of a falling object or a foot pedal to avoid damage. Advantageously, the corrugated formwork is formed of fiber-reinforced cement, which is complementary and chemically bonded to the upper layer of concrete without the need for additional retaining devices, but the corrugation strengthens the mechanical pin between the two components. In a preferred variation, the method includes another step of covering the upper surface of the corrugated formwork material with a layer of substantially flat plate material prior to being poured into the concrete. Alternatively, the lower surface of the corrugated template material may be covered with a flat plate. The upper and lower plates are also preferably formed with fiber-reinforced cement. This not only provides some aesthetic improvements but also substantially reduces the amount of concrete poured into the formwork and provides isolated cavities. In some embodiments, this hole conveniently allows cables to be transported through the floor. In this way, it is also possible to sandwich the corrugated formwork between the upper and lower slabs to form a temporary composite formwork layer that enhances structural strength. With this configuration, this layer shows the enhanced impact strength of the load at the construction site, the dry strength of the corrugated formwork is extended due to the prevention of moisture during grouting, the improved insulation characteristics, and the weight on the basis is reduced due to the reduction in the amount of concrete required. According to a second aspect, the present invention provides an extended corrugated formwork for slabs / flat roofs by a previously defined method. The formwork has a substantially parallel longitudinal longitudinal edge and a substantially parallel linear transverse edge. The corrugated valleys and ridges are The paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) «-V Jing first read the precautions on the back and then fill out this page) Order: --line_ Printed by the Intellectual Property Bureau of the Ministry of Economic Affairs A7 ___B7_ V. Description of the invention (5) It extends substantially parallel to the transverse edge. (Please read the note on the back before filling in this page.) Best, when used, the corrugations extend substantially transverse to the structure. Preferably, the lateral edges of each template are formed so as to overlap with the lateral edge of an adjacent template, so that at least one corrugation adjacent to the die end of the mold is matched to a complementary corrugation of a connecting plate in use. Such a configuration is particularly helpful in correctly positioning overlapping templates. This also increases the seal between the formwork to reduce the loss of concrete spillage from the formwork. BRIEF DESCRIPTION OF THE DRAWINGS In order to better understand the essence of the present invention, an embodiment will be described by way of example and with reference to the following drawings, wherein: FIG. 1 is a perspective view of a corrugated sheet suitable for use according to a first embodiment of the present invention; The perspective view of the corrugated formwork shown in FIG. 1 according to another embodiment of the present invention. The corrugated formwork shown in FIG. 1 extends between the structural parts and is covered with an additional flat formwork. Printed by members of the Intellectual Property Bureau of the Ministry of Economic Affairs and Consumer Cooperatives Figures 4 and 5 are cross-sectional views of floors / flat roofs as shown in Figures 2 and 3 that are not structured according to embodiments of the present invention; and Figure 6 is a floor according to conventional construction techniques / Flat top section. Comparison table of main components 10 Corrugated template 15 Corrugated This paper size is applicable to Chinese National Standard (CNS) A4 (210 X 297 mm) A7 ------- B7 V. Description of the invention (6) 2 0 Beam 2 1 Convex Shoulder 3 0 formwork '4 〇 void 5 0 concrete 6 0 formwork (please read the precautions on the back before filling this page) -8- 1 0 0 beam 1 5 0 formwork 1 7 5 net giant 2 0 0 concrete 2 8 0 Description of the Pavement Preferred Embodiment The formwork shown in FIG. 1 includes a generally planar corrugated formwork 10, which is constructed from fiber reinforced cement. As shown in the examples, the corrugated template has corrugations 15 of an asymmetric curve. However, it should be understood that other contours such as squares, triangles, waves, trapezoids, or similar shapes may be used instead, whether symmetrical or not. Reference is now made to Fig. 2, which shows several parallel spaced apart structural beams 20 extending across the required floor / flat roof area. The cross-section profile of each structural beam has an inverted T-shaped shape, and the lower part of the structural beam extends outwardly on each side beyond the upper part to define a longitudinally extending shoulder 21. The corrugated formwork 10 respectively extends between adjacent structural beams 20, which are supported by opposing shoulders. The corrugations usually extend transversely to the longitudinal axis of the structural beam. As shown in the examples, the corrugated paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm)-printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs and printed by the Consumer Cooperatives of the Ministry of Economic Affairs This paper size applies to China National Standard (CNS) A4 specifications (210 X 297 public love) A7 _ B7_ V. Description of the invention (7) is perpendicular to the structural beam. Structural beams are ideally formed by coiling metal plates and spot welding them to form a closed section. However they can alternatively be formed from reinforced concrete, pressed steel or other suitable materials. Furthermore, for example, around and at the level (_1 e v e 1 s t e p-d own s), the structural support may include concrete or brick walls, columns, or other suitable formations. After the corrugated formwork 10 is configured • Concrete 50 is poured to cover the corrugated formwork 10 and structural members 20, as shown in Figure 4. Concrete covers the upper surface of structural members 20, with a typical depth of 25 to 50 mm. Compared to the previously used flat plate, the waveform configuration of the template 10 substantially increases the structural stiffness. With such enhancements in the strength of the formwork supporting the wet concrete 50, the structural members 20 can be relatively more spaced apart. This provides a substantial cost reduction due to the substantial reduction in the number of structural beams required to cover a given floor / flat roof area. For this reason, it has been found that a safe and practical increase in effective beam distance beyond 50 to 100% of the conventional distance is achieved. This can be further increased by a perfect corrugated profile. Furthermore, it has been found that the template can be substantially thinner than the conventional template due to its corrugated configuration. By way of example, the applicant has found that the conventional 12-m-thick flat fiber-reinforced cement board can be replaced by a corrugated formwork with a thickness of 6. 5 m for larger spans. As a result, the structural beam and formwork provided by the present invention are easier and faster to lay, and lighter when laying. This further reduces material and labor costs. Preferably, the lateral edges of the formwork are superimposed so that at least one corrugation adjacent to the end of the formwork is positioned on the overlapping corrugation of the joining formwork. Such a configuration is particularly helpful for correct positioning of the template. This also increases the confidentiality between the templates. 40 · — — — — — — — — — — K 1111111 ^ 11111111 (Please read the precautions on the back before filling out this page) Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 _____B7__ 5. Description of the invention (8) Conformity. As understood by those skilled in the art, if configured with a non-corrugated template, its adhesion between overlapping or joining templates will not be particularly effective. As a result, 'concrete can overflow through the gap between the formwork, which will cause an increase in concrete consumption'. Furthermore, such cracks or gaps between the stencils can result in unchecked end products that require more repair. The present invention avoids these problems by configuring templates with corrugated and repeatable configurations. It was unexpectedly discovered that the fiber-reinforced corrugated cement sheet having been impacted by preliminary tests showed a non-abrupt mode of damage believed to be caused by the ripples preventing cracks. Relative to the rapid damage of the slab when it reaches its impact limit, the impact resistance characteristic in fiber-reinforced cement corrugations is believed to provide an additional safety margin for this type of dynamic and impact load. This load is often used in permanent formwork floor applications. met. In preliminary tests, the damage impact energy in the corrugated formwork made of fiber-reinforced cement also improved when the moisture content was from 9% (air-dried condition) to 34% (saturated condition), which resulted in an increase in impact energy of 50%. % (Table 1 ). This unexpected trend is the exact opposite of what was observed with a flat sheet under impact, which showed a reduction in impact energy of between 20% and 30% when damaged. This is a significant advantage because moisture from the concrete actually improves the impact resistance of the basic formwork and dramatically contrasts other stencil materials when they are wet. This paper size applies to China National Standard (CNS) A4 specification (2) 0 X 297 mm. Packing -------- Order ---------- Mian (Please read the precautions on the back first Fill out this page again) 11-A7 V. Description of the invention (9 The energy consumption table printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 1 Damage to corrugated and flat fiber reinforced cement boards (air-dried and wet conditions) Damage energy to fiber reinforced cement boards , Joule Ripple air-drying 9% humidity 24% moisture content from dry to wet moisture content change 6 2 5 mm span 190 joules 286 joules + 50% 7 50 mm span 2 1 8 joules 327 joules + 5 0% flat air-drying 1 2% humidity 35% moisture content from dry to wet moisture content moisture content change 4 0 0 m η 1 span 408 joules 327 joules 2 0% 500mn 1 span 517 joules 3 54 joules-3 2% Figures 3 and 5 show another embodiment of the present invention. The corrugated formwork 10 is covered by a flat formwork 3 before it is poured into the concrete. This configuration has several substantial advantages over conventional techniques. It provides an immediate and reliable workbench for filling concrete / floor areas. Secondly, the substantial reduction in floor / flat roof formation is required because the space between the corrugations is underfilled with concrete (as a result, the floor / flat roof itself is substantially lightened, and by comparison, the beam 20 can be reduced in size. Generally Said that the average coagulation is 7 5 mm compared with the conventional depth of about 100 mm. The amount of concrete supported by the formwork is reduced. 'Adjacent structural parts 2 19' This paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) In the embodiment, the additional layer point of 0. First, the amount of concrete that can be walked before soil is shown in Figure 5). Know the depth of the construction soil. In addition, the distance between 〇 — — — — — — — — — 1C · 1111111 ^ — — — — — — — I (Please read the notes on the back before filling out this page) A7 V. Description of the invention ( 10) Can still increase. (Please read the precautions on the back before filling out this page) Unexpectedly, a greater impact resistance is also achieved. By way of example, when a 6 mm thick flat fiber reinforced cement board is laid on the upper part of a corrugated formwork, it is observed (as shown in Table 2) that the impact energy (depending on the moisture content) increases by 43% to 48%. This trend shows that fiber-reinforced cement corrugated permanent formwork elements can use a combination of a corrugated formwork and a flat roof. Table 2-Damage Impact Energy (Dry and Wet Condition) of Corrugated Formwork and Composite Board (Corrugated Formwork + Upper Plate) Impact Energy at Damage, Joule Air-Dried Condition (9% Moisture) Saturated Condition (24% Moisture) ) Corrugation only corrugation + change only corrugation only + change the span flat plate rate% upper flat plate rate 6 2 5mm 190 joules 272 joules + 43 286 joules 422 joules + 48 7 5 0mm 218 joules 3 1 3 joules + 43 327 joules 490 Joules + 50 In another embodiment, the flat side of the corrugated template can also be learned from the flat 6 ◦ Printed and covered by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs (see Figure 5). This will provide a smooth and beautiful underside to the floor / flat roof. It must be known that the formwork 30 and 60 respectively on the upper and lower surfaces of the corrugated formwork 10 may be relatively thin, since these plates are not required to support the concrete separately. This structural support is arranged in most of the corrugated formwork 10, but the flat formwork forms 30 and 60 simply cover the corrugated formwork. By covering the corrugated formwork 10 with planar formwork 30 and 60, the weight of the floor / flat roof is reduced. This is a mixed result of void 40. ________-1.?- This paper size applies to Chinese National Standard (CNS) A4 (210 X 297 mm) A7 ___B7 _ V. Description of the invention (1 彳) (Please read the back first (Please note this page before filling out this page) It means that less concrete is needed, the smaller the beam size, and / or the wider the beam distance. As a result, the load on a single or multi-story building is inevitably reduced. It is also convenient to provide better sound insulation, and in some embodiments, the 'space 40' may be used to provide a mechanism for transmitting power / telecommunications cables throughout the building. Furthermore, as previously discussed, the impact load capacity during construction is improved. The invention therefore provides several important advantages over conventional techniques of citation. First, compared to a planar template, a corrugated template has substantially greater strength and impact resistance. Therefore, the corrugated formwork can support a larger amount of concrete to allow the spacing between structural supports to be increased. Preliminary tests have shown that a safe and practical interval is 50% to 100% longer than the known interval. -踌 · Second, with such a corrugated template, the actual plate itself is substantially thinner than the conventional template due to its corrugated profile. Again, preliminary tests have shown that a 12mm thick slab can be replaced by a 6 · 5mm thick flat corrugated fiber reinforced cement board with a larger beam distance. Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. Furthermore, the corrugated formwork is a cement compound that is compatible with the concrete in the floor system. In contrast to the case with a permanent steel formwork, it does not require joint reinforcement such as a shear pin configuration or surface spray adhesive. Furthermore, the corrugated profile of the formwork reduces the amount of concrete required to provide the required thickness and structural integrity of the composite floor / flat roof. As a result, a substantial reduction is achieved, typically around 25% on floor / flat roof costs. The reduced cost was mainly due to the reduction of structural beams needed to cover the floor / flat roof area. Another advantage is that the concrete is chemically bonded to the upper corrugated layer. Actually, this paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 public love). A7 B7__ 5. Description of the invention (12) The possibility of delamination is avoided. Even in cases where it is necessary to pass through a flat roof or floor to cut a hole, subsequent modification or re-fixing of the formwork to the concrete adjacent to the hole is not required. This dramatic contrast contrasts with conventional techniques involving the use of corrugated steel formwork, such as at sharp edges, where template corrosion and delamination, particularly adjacent exposed edges, are common issues. As astounded by those familiar with this technology, the present invention therefore provides a practical, industrially important, and brand-new advancement over conventional technologies. Although the invention has been described with reference to specific examples, the invention may be embodied in many other ways, as will be appreciated by those skilled in the art. n ϋ nnn ϋ · 1 l ·-· I (Please read the notes on the back before filling out this page) Printed by the Intellectual Property Bureau Staff Consumer Cooperatives of the Ministry of Economic Affairs The paper size applies to Chinese National Standard (CNS) A4 (210 X 297 public love)