經濟部中央標準局員工消费合作社印製 A6 ______B6_ 五、發明説明（l ) 技術分野 本發明係有關熱塑性樹脂製混凝土模框。 技術背景 以往，做爲混凝土模框主要係以使用木製製品爲主， 但是不但重，而且容易損傷，無法承受長時間的使用之問 題，而且此有關混凝土模框係於施工現場，以合板等之板 塊及棧木加以組合使用之故，有使作業效率變差之問題。 又，以往所使用之混凝土模框的板面皆爲平滑之故， 於使用相關之混凝土模框裝設所得平滑之混凝土面或混凝 土板面之表面（以下總稱爲混凝土面），貼付大理石等之 天然石或瓷磚等之表面裝飾材料之時，通常在該水泥面塗 佈黏著劑和水泥灰漿等，進行黏著。 但是，以如此之方法黏著表面裝飾材料之時，黏著層 和混凝土面之黏著强度並不充分，會有表面裝飾材料和黏 著劑面由水泥面剝離產生意外之事故，又，如發生在高層 大廈等之高處時，該等之修補會變卦非常困難，也危險。 發明之揭示 根據如此，本發明人等改良以往木製混凝土模框所具 有之缺點，檢討開發實用上有效之熱塑性樹脂製混凝土模 框之結果，使用含有特定量特定長度之玻璃纖維之熱塑性 樹脂，頂板的厚度及肋板的高度呈特定之關係’且藉由熱 壓成形法製造了熱塑性樹脂混凝土模框，並發現可做爲混 >紙張尺度逋用中Μ家標準（哪）甲4規格（2似297公;¢) {請先閲讀背面之注意事項再填寫本頁) A6 B6 經濟部中央標準局員工消費合作杜印製 五、發明説明（2 ) 凝土模框而不具有上述之缺點非常有效地加以使用，又， 將灌漿後之混凝土面呈粗面，使混凝土面和黏著劑層之黏 著强度提昇之故，發現於預先在混凝土模框之表面設置凹 或凸狀之花紋非常有效，以至本發明之完成。 〔圖面之簡單說明〕 第1圖係表示由本發明之肋板側所見熱塑性樹脂製混 凝土模框之例。 第2圖係表示示於第1圖混凝土模框截面之一部分。 第3圖A〜第3圖C係表示藉由射出擠壓成形之本發 明熱塑性樹脂製混凝土模框之製造方法的概略。 第4圖A〜第4圖C係表示藉由注入擠壓成形之本發 明熱塑性樹脂製混凝土模框之製造方法的概略。 第5圖A〜第4圖B係表示藉由薄板衝壓法之本發明 熱塑性樹脂製混凝土模框之製造方法的概略。 第6圖係表示使用於衝擊强度測試之衝擊强度測試裝 置0 第7圖係表示於板面表面附上花紋之熱塑性樹脂製混 V 凝土模框之例。 第8圖係表示示於第7圖熱塑性樹脂製混凝土模框之 截面0 第9圖A〜第9圖E係設於板面各種凸狀花紋之例示 Ο 而且，圖中之符號各別表示如下之意義。 (請先閱讀背面之注意事項再填寫本頁) .裝 .訂 -線· 本紙張尺度適用中國國家標準（CNS)甲4规格（210X297公釐） 2〇S8S9 A6 B6 經濟部中央標準局員工消費合作社印製 五、發明説明（3 ) 1 .含有玻璃纖維熱塑性樹脂熔融體 2 .母模具 3 .公模具 4 .樹脂通路 5.外部供給熔融體裝置 6 .含有玻璃纖維之熱塑性樹脂薄板 7 ·試樣 8 .擊芯 9 .熱塑性樹脂製混凝土模框 1 0 .負荷 1 1 .熱塑性樹脂製混凝土模框薄板部 1 2^凸狀花紋 1 3 .肋板 實施發明之最佳形態 以下對本發明具體地加以說明 本發明係提供將含有5〜3 5重量％平均纖維長爲 0 . 1 m m〜5 0 in m之玻璃纖維熱塑性樹脂以熱壓成形 所成之熱塑性樹脂製混凝土模框者（以下僅稱之爲混凝土 模框），將頂板及肋板呈同一成形體地結合成一體，且頂 板之厚度t及肋板之高度h爲t = 2 . 5〜5mm，t + h = 2 5〜7 Omm爲特徵之熱塑性樹脂製混凝土模框。 於本發明之熱塑性樹脂製混凝土模框之中，於熱塑性 樹脂中所配合之玻璃纖維之長度爲0.1〜5Omm，較 <請先閲讀背面之注意事項再填寫本頁) -裝 .訂 線 本紙張尺度適用中國國家標準（CNS)甲4规格（210X297公釐） A6 B6 經濟部中央標準局員工消费合作社印製 五、發明説明（4 ) 佳爲1〜1 5 mm之範圍，瑜使用較此爲短之玻璃纖維之 時，無法獲得做爲混凝土模框之充分强度，又，當使用較 此爲長之玻璃纖維之時，至肋板部之塡充性不佳，除不能 獲得均勻之玻璃纖維分散製品之外，還有在破損時難以粉 碎，再使用之問題。玻璃纖維通常使用1〜5 0"m程度 者即可，不需特別加以限定。 如此之玻璃纖維係雖無需處理其表面，但以胺基较焼 ，乙烯矽烷等做表面處理者爲佳，又做爲使用之形態’可 爲單纖維，或將數十條至數百條單纖維以會聚劑會聚之纖 維束亦可。 有關玻璃纖維於熱塑性樹脂中的配合量，由做爲混凝 土模框之物理性强度或製造上之問題視之，做爲玻璃纖維 之含量必須爲1 5〜3 5重量％，較佳爲1 0〜3 0重量 %之範圍。 當含量低於此範圍之時，於製品的機械强度上會有缺 陷，且當超過此範圍之時，對製品之打釘，鑽孔性便會有 問題產生。 做爲本發明使用之熱塑性樹脂，可列舉出聚乙烯，聚 丙烯，聚氯乙烯，ABS樹脂，聚醯胺，聚碳酸酯，聚對 苯二甲酸乙二醇酯等之一般熱塑性樹脂，此等之改性物， 合金聚合物或此等之混合物者，但是以丙烯酸之單獨聚合 物或共聚物等之聚丙烯系樹脂爲佳。 如此之熱塑性樹脂可依需要配合熱安定劑，紫外線防 止劑等之各種添加劑或著色劑，無機塡充劑等。 本紙張尺度適用中國國家標準（CNS)規格（210X297公釐) ~ 裝......................訂.....................線 <請先閲讀背面之注意事項再填寫本頁) S^S859 A6 B6 經濟部中央標準局員工消费合作社印製 五、發明説明（5 ) 當配合如此之第三成分之時，玻璃纖維之含量僅以除 去此等成分之熱塑性樹脂爲對象。 本發明之熱塑性樹脂製混凝土模框在形狀上乃將頂板 補强用之肋板呈同一成形體，一體地加以設置構成者，如 有必要於頂板周圍設置側板亦可。此時，通常肋板之一部 係做爲側板設置於頂板之周圍，但亦可與肋板不同之任意 寬度，高度，較佳者爲與肋板同等或較其爲低者。 在此，做爲同一成形體，結合成一體之構造係頂板與 肋板爲同一材料同時一體成形者，不含有各別地作成@板 及肋板，並將二者以黏著劑或於其後以溶解黏著等加以接 合者。 於本發明之中，頂板之厚度爲t爲2 . 5〜5mm之 範圍，如較此厚度2 . 5mm爲薄之時，機械强度便會貧 乏，而超過5 mm時，並不會有更佳的因子，而呈不必要 之厚度而造成浪費，也會損及輕量化之優點。 肋板之高度及頂板之厚度t之總計係t + h = 2 5〜 7 Omm，較佳者爲5 9〜6 6mm，更佳者爲6 1〜 6 5mm，以上因素極爲重要，如在此範圍之下時，高度 便會不足，無法獲得充分之補强效果，而且，如超越此範 圍之時，不會有任何的更增進效果，不但不經濟，而且做 爲混凝土模框之厚度會增加之故，在輸送或現場施工時會 變得不利，尤其，於本發明之混凝土模框之中，t + η爲 5 9〜6 6mm，更佳者爲6 1〜6 5mm之時，可與現 在廣爲使用之合板等面板及棧木所組合之混凝土模框一起 本紙張尺度適用中國國家標準（CNS)甲4規格（210父297公龙） 一 裝......................訂.....................線 (請先閲讀背面之注意事項再填寫本頁) 禮濟部中央標準局員工消費合作社印製 A6 ____B6_ 五、發明説明（6 ) 併用之故，在實用層面上也非常有利。 肋板之寬度w係於頂板交接部分之中，通常爲0. 5 t〜T，肋板前端部通常亦與之同樣之寬度，但以於肋板 前端略爲細小地，在頂板及交接部間設有2度以下，較佳 爲1度以下，更佳者爲Q. 5度以下之斜角，在製造之時 有利於成形品之拔出。 關於此肋板係可設於混凝土模框之長方向，寬方向之 任意處，當然對兩側皆設亦可。肋板數則根據混凝土模框 之大小，頂板之厚度等諸多條件而有所差異，雖非特別加 以限定，通常係於寬方向以2 0〜3 0 0 m m之間隔加以 設置。 又，於本發明之熱塑性樹脂製混凝土模框之中，除上 述肋板之外，可依需要適宜地設置較肋板高度爲低之補助 肋板或通風孔等。 本發明之熱塑性樹脂製混凝土模框係將含有前述之玻 璃纖維之熱塑性樹脂，藉由熱壓成形法，呈同一成形體一 體地加以製造者。 做爲熱塑性樹脂之成形法，有射出成形法或將熔融樹 脂流入模框之方法等的各種方法，但就本發明之熱塑性樹 脂製混凝土模框而言，必須藉由熱壓成形法加以成形，而 射出成形法等之製造方法時，因玻璃纖維之斷裂非常顯著 之故，難以含有所期望長度之玻璃纖維，而產生對肋板之 樹脂塡充性惡化，製品的彎曲或變形，以至無法得到充分 做爲實用性混凝土模框製品。 {請先W讀背面之注意事項再填窝本頁) .裝 本紙張尺度適用中國國家標準（CNS)甲4规格（210x 297公釐） 經濟部中央標準局員工消費合作杜印製 A6 B6 五、發明説明（7 ) 有關此熱壓成形法.之中，做爲原料使用之含玻璃纖維 之熱塑性樹脂係可爲含玻璃纖維之熱塑性樹脂的熔融體’ 或是亦可爲將預先製造之含玻璃纖維熱塑性樹脂薄板例如 將可沖壓薄板加熱至樹脂熔融溫度以上者亦可，當要製造 高肋板製品之時，以使用前者之熔融體爲佳。 做爲熱壓成形法，例如如第3圖A，第3圖B及第2 圖C以及第4圖A，第4圖B及第4圖C所示地，爲呈所 定之製品形狀，使用所設計之上下公母模具2 ，3 ，模槽 部係於未封閉之兩模具間，於可塑化裝置（未圖示）供給 力口熱至樹脂熔融溫度以上之含玻璃纖維熱塑性樹脂1之後 ，或者邊供給邊直至兩模具之模槽部呈所定間隙後，將模 具安緊，將加壓，冷卻後之成形品取出。 此時，做爲含有玻璃纖維之熱塑性樹脂的熔融體之供 給方法，如第3圖所示地，可通過於模具內所設之樹脂通 路4供給至模槽內（以下，稱此方法爲注入擠壓法）.。 又，使用含有玻璃纖維之熱塑性樹脂薄板之時（以下 稱之爲薄板衝壓法），將該薄板預先以紅外線加熱爐等加 熱至熱塑性樹脂之熔融溫度以上，將此加熱薄板載置於公 母兩模具間後，將兩模具安緊，或如第5圖A及第5圖B 所示地，載置可加以加熱之含玻璃纖維熱塑性樹脂薄板於 公母兩模具間，根據設於模具內之加熱裝置’加熱樹脂至 熔融狀態後，進行兩模具之安緊。 本發明之熱塑性樹脂製混凝土模框通常爲如此地成爲 製品，如以平滑的混凝土面直接加以外裝之時，以將其表 ............................................................................................^……................玎..............….參 (請先閱讀背面之注意事項再填窝本頁) 本紙張尺度適用中國國家標準（CNS)甲4規格（210x297公釐） 經濟部中央標準局員工消費合作社印製 A6 ______B6 五、發明説明（8 ) . 面平面化爲目的，依其需要可貼合表面材料，對於相關之 表面材料而言，可例示各種熱塑性樹脂薄板，薄膜等。 有關貼合表面之混凝土模框例如前述之混凝土模框的 製造之中，將加熱至熔融溫度以上之含有玻璃纖維熱塑性 樹脂之熔融體的含玻璃纖維熱塑性樹脂薄板供給予公母兩 模具間之前，經由預先將表面材料載置於公母兩模具間， 可容易地獲得。 又，與上述平滑化相反地，於混凝土面黏著表面裝飾 材料之時，可用表面爲設有凹狀或凸狀花樣之混凝土模框 者。 如此使用設有凹狀或凸狀花樣之混凝土模框灌漿混凝 土之時，該花樣會轉印至混凝土面，經由轉印之凹凸花樣 ，混凝土面呈粗面，使混凝土面及黏著劑或水泥灰漿之黏 著性提昇。做爲如此之凹部或凸部之花樣，於該花樣轉印 至混凝土面之時，只要能在混凝土面呈凹凸狀即可，’無需 任何之限制，可設爲連續之各種柱狀花樣或，簾狀，格子 狀，波形狀，瓦片狀等之凹部或凸部之花樣，或是設有複 數個各別獨立之四方形，圓形，十字形等之凸起。 如此花樣於面板平面所佔之面積比率係通常以凹部或 凸部之投影面積而言爲1 Q %以上，較佳爲3 0 %以上。 個別之花樣大小可爲任意者，但於混凝土面塗布黏著 劑或水泥灰漿等之時，必須有可獲得充分黏著强度之大小 ，如果是過大或過小則和平滑面之差異不夠’黏著效果就 不理想。 本紙張尺度+·國S家鮮（GNSm祕（210X297公董) '' ---- -10 - .....................................................................................裝......................訂.....................線 (請先閲讀背面之注意事项再填寫本頁) A6 B6 經濟部中央標準局員工消費合作社印製 五、發明説明（9 ) 又，花樣之位置係一般以面板全面均勻地分布爲佳， 但亦可僅於灌漿混凝土面之一部分爲黏著表面裝飾材料玲 之使用目的，部分地加以設置者。 如此之花樣高度（花樣爲凹狀時爲其深度）如過高之 時，黏著表面裝飾材料之黏著材料層會變厚，使得黏著材 料超過須要之量，而且黏著强度亦會降低，並且會使混凝 土灌漿後混凝土模框之剝離作業變得困難，又當其過低之 時，和平滑面便無法分辨，使表面裝飾材料之黏著强度不 夠充分之故，通常爲0. 2〜5mm之程度。 當然，花樣爲凹狀時，面板之厚度會不足更不在追言 下。 本發明之熱塑性樹脂製混凝土模框爲具有輕量，具良 好之打釘性，鋸切性，且不需要棧木之故，作業性亦佳， 而且於循環性上優異等之多種優點，而且本發明之混凝土 模框不但可單獨使用，亦可於以往之混凝土模框併用之故 ，在實用性上亦2非常具利用價値。 又，於面板表面具有凹狀或凸狀之花樣的混凝土模框 係以此模框灌漿混凝土時，於所得混凝土面轉印對應之花 樣，使其表面呈粗面之故，於混凝土面强固黏著爲黏著大 理石或瓷磚等之表面裝飾材料之水泥灰漿等，結果可將表 面裝飾劑强固黏著於混凝土面。 〔實施例〕 以下根據實施例對本發明再加以說明。 裝......................-可......................^· t請先閲讀背面之注意事項再填窝本頁) 本紙張尺度適用中國國家標準（CNS)甲4規格（210x297公釐） 11 A6 B6 經濟部中央標準局員工消费合作社印製 五、發明説明（10 ) 而性能測試，現在,施工測試之評估係根據以下之方法 。靜强度：組合混凝土模框，灌入實際之混凝土時，測定 混凝土模框變形量加以評估。 而此測試係以地中#加以測探者。 將高1 8 0 Omm，寬6 0 Omm之混凝土模框以 5 0 0 m m之間隔，使面板面對向地排列，對此將外端粗 部（橫端粗部）由上端呈1 5 0 ，6 5 0 ，1 5 0 ， 1 1 5 0 ，1 6 5 0 m m地加以設置固定。對此將灌入混 凝土之混凝土模框變形量，由低部4 5 0 m m， 9 0 Omm及1 3 5 0mm之位置加以測定，如果此等位 置變形量皆爲6mm以下者爲〇，超過6mm至1 Omm 者爲△，超過1 Omm時爲X。 衝擊强度：使用如第6圖所示之衝擊測試裝置加以實施。 由成形混凝土模框切出之5 OmmX 5 Omm的試片 7 ，於前端置上直徑2/1英吋之半圓狀擊芯，由其上方 落下負荷9 ，測定試片被破壞時，負荷之最低落下距離（ 破壞高度）（c m )，以下式所得破壞能量做爲衝擊强度 0 破壞能量（kg * cm)=負荷（kg ) X破壞高度（c m ) 當此破壞能量爲2 0 0 k g · c m以上之時爲〇， 1 5 Qkg · cm以下不足2 0 Okg · cm者爲△，不 足 1 5 Okg · cm 者爲 X。 打釘性：將3寸釘打入混凝土模框，對釘通過性，通過後 本紙張尺度適用中國國家標準（CNS)甲4规格（210x 297公釐） ……— .....................................-................. 裝......................訂.....................線 {請先閲讀背面之注意事項再填寫本頁) -12 - 經濟部中央標準局員工消費合作社印製 A6 B6 五、發明説明（11 ) 背面之裂痕及釘週圍之龜裂，以目視爲基準加以評估。 鋸切性：以切削鋸對混凝土模框進行截斷，以目視評 估玻璃纖維之飛散，樹脂對鋸齒之附著。 循環性：將重覆使用1 〇次之混凝土模框加以粉碎，將 3 0重量％之粉碎品和7 0重量％之於製造該模框所使用 同樣之含玻璃纖維熱塑性樹脂加以托板鑄造，再度同樣地 成形製造混凝土模框，對此混凝土模框進行上述之性能測 試。得與循環前同樣之結果者爲〇。 實施例1 將含2 5重量％平均長度6mm之玻璃纖維之聚丙嫌 製平板供給予可塑化裝置，於2 4 0。<：加熱熔融，將此溶 融體1藉由設於母模具2內之樹脂通路4 ’供給模槽空隙 爲約1 0 mm之公母兩模具間。令公母兩模具之平面部的 模槽空隙呈3 . 5 m m地加以安緊，加壓，冷卻之’以獲 得如第1圖所示長1 8 0 0 m m，寬6 〇 〇 m m之熱塑性 樹脂製混凝土模框。 頂板厚度：3. 5mm 肋板高度：58. 5mm 與肋板之頂板交接寬度：3. 5mm 肋板之斜角：0 . 5度 做爲模框之厚度：6 1 . 5mm 肋板數：長方向有1 1個等間隔者（含兩側板） 寬方向有6個（於兩側板長方向之兩末端 本紙張尺度適用中國國家標準（CNS)甲4規格（210父297公笼·） 裝-……訂-...................線 (請先閲讀背面之注意事項再填寫本頁) -13 - 經濟部中央標準局員工消费合作社印製 A6 B6 五、發明説明（12 ) 1 5 Omm及.6 5 Omm之位置） 所得混凝土模框之性能測試，現場施工測試的結果則 示於表1。實施例2〜6 ，比較例1〜2除玻璃纖維之平 均纖維長度，玻璃纖維含量加以代換，又’對製品之頂板 厚度，肋板高度加以變更之外，與實施例1同樣地獲得各 種熱塑性樹脂製混凝土模框。 所得混凝土模框之性能測試，現場施工'測試之結果示 於表1。 實施例7 將含2 5重量％平均長度1 2mm之玻璃纖維，鑄造 樹脂爲聚Η烯之可沖壓薄板（克普勒薄板：克普勒薄板有 限公司製）加以加熱至2 2 0。(：，將載置於公母兩模具間 後，將兩模具安緊，加壓，冷卻之，以獏得如第1圖所示 長1 8 0 0m，寬6 0 Omm之熱塑性樹脂製混凝土模框 〇 頂板厚度：5 m m 肋板高度：2 2 m m 與肋板之頂板交接寬度：3. 5mm 肋板之斜角：〇. 5度 做爲模框之厚度：2 7mm 肋板數：長方向有1 1個等間隔者（含兩側板） 寬方向有6個（於兩側板長方向之兩末端 1 5 Omni及6 5 Omm之位置） 本紙張尺度適用中國國家標準（CNS)甲4規格（21〇父297公董） 裝--…-…-.........訂.....................線 (請先閲讀背面之注意事項再填寫本頁) -14 經濟部中央標準局員工消费合作社印製 A6 ___ B6_ 五、發明説明（13 ) 所得混凝土模框之性能測試，現場施工測試的結果則 示於表1。 比較例3 使用含2 5重量％平均長度7 Omm以上之玻璃纖維 *鏡造樹脂爲聚丙嫌之可沖壓薄板s除頂板厚度爲4 mm ，肋板高度爲8mm (對模框而言之厚度：1 2mm)之 外，與實施例7同樣地得長1 8 0 0mm，寬6 0 0mm 之熱塑性樹脂製混凝土模框。所得混凝土模框之性能測試 ，現場施工測試之結果示於表1。 實施例8 將含2 5重量％平均纖維長1 2 m m平均纖維徑1 1 y m之玻璃纖維，鏤造樹脂爲聚丙烯之可沖壓薄板（克普 勒薄板：克普勒薄板有限公司製），於加熱爐中將薄板之 表面溫度預熱至2 2 0 °C。 將此加熱薄板於成形之時，於面板表面具有縱，橫各 2 Omm間隔之直徑1 Omm，高3mni之圓柱狀凸起， 且於其背面將長方向以4 0 mm間隔於寬方向具有連續高 度2 0 . 5 m m，厚度4 m m肋板形狀之模具面載置於公 母兩模具間後，將兩模具安緊，加壓（1 0 0 k g / cm2)，冷卻之，於如第1圖所示長180Omm，寬 6 0 Omm，面板厚度爲4 . 5mm之面板表面具有凸起 ，獲得於面板背面具有肋板之熱塑性樹脂製混凝土模框。 (諳先閲讀背面之注意事項再蜞寫本頁) 裝 .訂 本紙張尺度適用中國國家標準（CNS)甲4规格（210x297公釐） 15 A6 B6 經濟部中央標準局員工消费合作社印製 五、發明説明（14 ) 將此2個混凝土模框，於5 Omm間隙之中，將凸起 面對向地加以配置，於間隙部將混凝土注入之後，使之熟 化一星期，作成厚度5 0 m m之混凝土面板。 所得混凝土面板之表面中，對應所使用之混凝土模框 表面之圓柱狀的凸起，附上了圓柱狀之凹狀花樣。 於此混凝土面板中，由面板之平面部呈厚度約5 mm 將水泥灰漿加以塗布，並貼上瓷磚。 於水泥灰漿塗布之時，不會有對平滑混凝土面板面塗 布水泥灰漿時之灰漿外流，瓷磚之黏著性亦很强固。 〔實施例9〕 使用與實施例8同樣之公母兩模具所成之擠壓成形機 ，由在兩模具未封閉之狀態，於母模具內設置之熔融樹脂 通路，供給所須量含3 0重量％平均纖維長1 mm，平均 纖維徑1 0 〃之玻璃纖維的聚丙烯樹脂組成物之樹脂熔融 體，將兩模具安緊，加壓（190 k g/cm2)，冷卻 之，與實施例8所得同樣之長1 8 0 〇mm，寬6 0 0 mm，面板厚度爲4 . 5mm之面板表面具有凸起，獲得 於面板背面具有肋板之熱塑性樹脂製混凝土模框。 使用所得混凝土模框，與實施例8同樣地製造混凝土 面板，進行該面板表面之瓷磚黏著測試後，與實施例8同 樣的。 .....................................................................................裝......................訂-..................線 (請先閲讀背面之注意事項再填窝本頁) 本紙張尺度遗用中國國家標準（CNS)甲4規格（210X297公*) -16 - A6 B6 五、發明説明（15 ) 表_ 1 經濟部中央標準局員工消費合作社印製 實 施 例 1 2 3 4 5 6 熱塑性樹脂 PP PP PP PP PP PP 平均纖維長（mm) 6 0.5 30 6 6 12 玻璃纖維含量 25 33 20 25 25 25 (重量％) t ( m m ) 3.5 3.5 3.5 2.5 4.5 5 t + h( mm ) 61.5 6 1.5 61.5 62 62 27 成形方法（注1 ) IP IP IP IP IP IP 成形性 〇 〇 〇〜△ 〇 〇△ 靜强度 〇 〇 〇 〇 〇 △ 衝擊强度 〇 Δ 〇 〇 〇 〇 打釘，鋸切性 〇 〇〜△ 〇 〇 〇 〇 重量（無棧木） 8.8 9.2 8.3 7.7 9.8 6.7 (kg) 棧木之必要性 ΛττΤ. m 無 -fnr. 撕 無 Μ M 循環性 〇 〇 △ 〇 〇 〇 …：.........-...................................................................裝......................訂.....................線 (請先閲讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS)甲4規格（210x297公釐） 17 A6 B6 五、發明説明（16 ) 表.-1 (續） 經濟部中央標準局員工消費合作社印製Printed by the Employee Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs A6 ______B6_ V. Description of the invention (l) Technical division This invention relates to a concrete frame made of thermoplastic resin. Technical background In the past, the use of wooden products as the concrete formwork was mainly used, but it was not only heavy, but also easily damaged, and could not withstand the problem of long-term use. Moreover, the related concrete formwork was attached to the construction site to plywood The combination of plates and stacks has the problem of deteriorating operating efficiency. In addition, the slab surface of the concrete formwork used in the past is smooth. For the smooth concrete surface or the surface of the concrete slab surface (hereinafter collectively referred to as the concrete surface) obtained by using the relevant concrete formwork installation, it is pasted to marble etc For surface decoration materials such as natural stone or ceramic tiles, adhesives, cement mortar, etc. are usually applied to the cement surface for adhesion. However, when the surface decoration materials are adhered in this way, the adhesion strength of the adhesive layer and the concrete surface is not sufficient, and there may be accidents in which the surface decoration materials and the adhesive surface are peeled off from the cement surface. When they are at a high place, it is very difficult and dangerous to make such repairs. DISCLOSURE OF THE INVENTION Based on this, the present inventors have improved the shortcomings of the conventional wooden concrete formwork, reviewed the results of the development and development of a practical and effective thermoplastic resin made concrete formwork, and used a thermoplastic resin containing a specific amount and a specific length of glass fiber as the top plate The thickness of the ribs and the height of the ribs have a specific relationship 'and the thermoplastic resin concrete mold frame was manufactured by hot press forming, and it was found that it can be used as a blending> paper standard using the Chinese standard (which) A 4 specifications ( 2 Like 297 g; ¢) (Please read the precautions on the back before filling in this page) A6 B6 Printed by the Consumer Standards Department of the Ministry of Economic Affairs of the People ’s Republic of China. 5. Description of the invention (2) The concrete frame does not have the above-mentioned shortcomings It is used very effectively, and the concrete surface after grouting has a rough surface, so that the adhesion strength of the concrete surface and the adhesive layer is improved. It is found that it is very effective to set a concave or convex pattern on the surface of the concrete mold frame in advance To the completion of the present invention. [Brief Description of Drawings] Fig. 1 shows an example of a thermoplastic resin concrete mold frame seen from the rib side of the present invention. Figure 2 shows a part of the section of the concrete form shown in Figure 1. Figures 3 to 3 show the outline of the method for manufacturing the thermoplastic resin concrete mold frame of the present invention by injection extrusion molding. Figs. 4A to 4C show the outline of the manufacturing method of the thermoplastic resin concrete mold frame of the present invention by injection extrusion molding. Figs. 5A to 4B are schematic diagrams showing a method of manufacturing a thermoplastic resin concrete mold frame of the present invention by a thin plate stamping method. Figure 6 shows the impact strength test device used in the impact strength test. Figure 7 shows an example of a thermoplastic resin mixed V mold frame with a pattern attached to the surface of the board surface. Figure 8 shows the cross-section of the thermoplastic resin concrete form shown in Figure 7 0. Figures 9 to 9 are examples of various convex patterns provided on the surface of the board. Furthermore, the symbols in the figure are as follows Meaning. (Please read the precautions on the back before filling out this page). Binding. Binding · The size of this paper is in accordance with Chinese National Standard (CNS) A4 specifications (210X297mm) 2〇S8S9 A6 B6 Employee consumption of the Central Standards Bureau of the Ministry of Economy Printed by the cooperative 5. Description of the invention (3) 1. A thermoplastic resin melt containing glass fiber 2. A female mold 3. A male mold 4. A resin passage 5. An external supply melt device 6. A thermoplastic resin sheet containing glass fiber 7 · Trial Sample 8. Core 9. Thermoplastic resin-made concrete mold frame 1 0. Load 1 1. Thermoplastic resin-made concrete mold frame thin plate part 1 2 ^ convex pattern 1 3. Best form for carrying out the invention The following is a specific description of the invention To explain, the present invention provides a thermoplastic resin concrete mold frame (hereinafter referred to simply as “hereinafter referred to as”) which is formed by thermocompression molding of a glass fiber thermoplastic resin containing 5 to 35 weight% of an average fiber length of 0.1 mm to 50 in m. It is the concrete formwork frame), the top plate and the rib plate are integrated into the same forming body, and the thickness t of the top plate and the height h of the rib plate are t = 2.5 ~ 5mm, t + h = 2 5 ~ 7 Omm Featured thermoplastic resin blend Concrete mold frame. In the thermoplastic resin concrete formwork of the present invention, the length of the glass fiber blended in the thermoplastic resin is 0.1 ~ 50mm, which is less than < please read the precautions on the back and then fill out this page)-Binding book The paper size is in accordance with Chinese National Standard (CNS) A4 specifications (210X297 mm) A6 B6 Printed by the Employee Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 5. The description of the invention (4) It is preferably in the range of 1 ~ 15 mm. When the glass fiber is short, the sufficient strength of the concrete formwork cannot be obtained, and when the glass fiber longer than this is used, the fillability to the rib plate portion is not good, unless uniform glass can not be obtained In addition to fiber-dispersed products, there is also the problem that it is difficult to crush when damaged and reused. The glass fiber is usually used in the range of 1 to 50 m, and is not particularly limited. Although such a glass fiber does not need to treat its surface, it is better to use amine groups, vinyl silane, etc. as the surface treatment, and the form of use can be a single fiber, or a few dozen to hundreds of single Fiber bundles in which fibers are condensed with a convergent may also be used. Regarding the blending amount of glass fiber in the thermoplastic resin, it is regarded as the physical strength of the concrete formwork or manufacturing problems. The content of the glass fiber must be 1 5 ~ 35% by weight, preferably 10 ~ 30% by weight. When the content is lower than this range, there will be defects in the mechanical strength of the product, and when it exceeds this range, there will be problems in nailing and drilling the product. Examples of the thermoplastic resin used in the present invention include general thermoplastic resins such as polyethylene, polypropylene, polyvinyl chloride, ABS resin, polyamide, polycarbonate, polyethylene terephthalate, etc. Modified products, alloy polymers or mixtures of these, but polypropylene resins such as acrylic polymers or copolymers are preferred. Such a thermoplastic resin may be blended with various additives or colorants such as heat stabilizers, ultraviolet inhibitors, inorganic fillers, etc. as needed. The size of this paper is applicable to China National Standard (CNS) specifications (210X297mm) ~ Packing ...................... Order ... ............ Line < Please read the precautions on the back and then fill out this page) S ^ S859 A6 B6 Printed by the Employee Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economy V. Invention Instructions (5) When such a third component is blended, the content of the glass fiber is aimed only at the thermoplastic resin from which these components are removed. The thermoplastic resin concrete mold frame of the present invention has a shape in which the ribs for reinforcement of the top plate are formed into the same molded body and are integrally provided. If it is necessary to provide side plates around the top plate. At this time, usually a part of the ribs is provided as a side plate around the top plate, but it may have any width and height different from the ribs, preferably the same or lower than the ribs. Here, as the same molded body, the integrated structure is that the top plate and the rib plate are formed of the same material and are integrally formed at the same time. It does not contain the @plate and the rib plate separately, and the two are used as an adhesive or after Those who join by dissolving adhesion etc. In the present invention, the thickness of the top plate is in the range of 2.5 ~ 5mm. If the thickness is 2.5mm thinner than this thickness, the mechanical strength will be poor, and when it exceeds 5mm, it will not be better. Factor, which is wasted by unnecessary thickness, will also undermine the advantages of lightweight. The sum of the height of the ribs and the thickness t of the top plate is t + h = 2 5 ~ 7 Omm, preferably 5 9 ~ 6 6mm, more preferably 6 1 ~ 6 5mm, the above factors are extremely important, as here Below the range, the height will be insufficient to obtain sufficient reinforcement effect, and if it exceeds this range, there will be no more enhancing effect, not only uneconomical, but also the thickness of the concrete formwork will increase Therefore, it will become unfavorable during transportation or on-site construction. In particular, in the concrete formwork frame of the present invention, when t + η is 5 9 ~ 6 6mm, more preferably 6 1 ~ 6 5mm, it can be compared with The widely used plywood and other panels and the concrete formwork combined with the stacking wood. This paper scale is applicable to the Chinese National Standard (CNS) A 4 specifications (210 father 297 male dragon) ..... ............ order .................. line (please read the notes on the back before filling this page) A6 ____B6_ printed by the Employees ’Consumer Cooperative of the Central Standards Bureau of the Ministry of Education V. Description of the invention (6) Used together, it is also very beneficial on the practical level. The width w of the rib is in the top part of the top plate, usually 0.5 t ~ T, the front end of the rib is usually the same width, but the front end of the rib is slightly thinner, in the top plate and the junction There are 2 degrees or less, preferably 1 degree or less, and more preferably a bevel angle of 5 degrees or less, which facilitates the extraction of molded products at the time of manufacture. Regarding this rib, it can be installed anywhere in the longitudinal direction and the width direction of the concrete formwork, of course, it can be installed on both sides. The number of ribs varies according to the size of the concrete formwork, the thickness of the top plate, and other conditions. Although it is not particularly limited, it is usually set at intervals of 20 to 300 mm in the width direction. In addition, in the thermoplastic resin concrete mold frame of the present invention, in addition to the above-mentioned ribs, auxiliary ribs or vent holes that are lower than the height of the ribs may be suitably provided as needed. The thermoplastic resin concrete mold frame of the present invention is a thermoplastic resin containing the aforementioned glass fiber, which is manufactured as a single molded body by a hot press molding method. As the molding method of the thermoplastic resin, there are various methods such as the injection molding method or the method of pouring the molten resin into the mold frame, but the thermoplastic resin concrete mold frame of the present invention must be molded by the hot press molding method. In the manufacturing method such as injection molding, because the glass fiber breakage is very significant, it is difficult to contain the glass fiber of the desired length, resulting in the deterioration of the resin rib of the rib plate, the bending or deformation of the product, so that it cannot be obtained Fully used as practical concrete formwork products. {Please read the precautions on the back before filling the nest page.) The size of the paper is applicable to the Chinese National Standard (CNS) A 4 specifications (210x 297 mm) A6 B6 printed by the consumer cooperation of the Central Standards Bureau of the Ministry of Economic Affairs. Description of the invention (7) Regarding this hot press forming method, the glass fiber-containing thermoplastic resin used as the raw material may be a melt of the glass fiber-containing thermoplastic resin 'or may be pre-manufactured The glass fiber thermoplastic resin sheet may be, for example, a pressable sheet heated above the melting temperature of the resin. When a high-ribbed sheet product is to be manufactured, it is preferable to use the former melt. As the hot press forming method, for example, as shown in Figure 3A, Figure 3B and Figure 2C and Figure 4A, Figure 4B and Figure 4C, in order to assume the shape of the product, use The upper and lower male and female molds 2 and 3 are designed, and the cavity is located between the two unclosed molds. After the plasticizing device (not shown) supplies the glass fiber-containing thermoplastic resin 1 that is heated above the resin melting temperature, Or, while supplying, until the grooves of the two molds have a predetermined gap, the molds are tightened, and the molded product after pressure and cooling is taken out. At this time, as a method of supplying the melt of the thermoplastic resin containing glass fibers, as shown in FIG. 3, it can be supplied into the cavity through the resin passage 4 provided in the mold (hereinafter, this method is called injection Extrusion method) .. In addition, when using a thermoplastic resin sheet containing glass fibers (hereinafter referred to as a sheet stamping method), the sheet is heated in advance in an infrared heating furnace or the like to above the melting temperature of the thermoplastic resin, and this heated sheet is placed on both the male and female After the mold, the two molds are tightened, or as shown in Figures 5A and 5B, a glass fiber-containing thermoplastic resin sheet that can be heated is placed between the male and female molds, according to the After heating the device to the molten state, the two molds are tightened. The thermoplastic resin concrete mold frame of the present invention is usually such a product, for example, when a smooth concrete surface is directly added to the exterior, the surface ... .................................................. ......................................................................... ............ see (please read the precautions on the back before filling the nest page) This paper size is applicable to China National Standard (CNS) A 4 specifications (210x297 mm) Employees of the Central Bureau of Standards of the Ministry of Economic Affairs Printed by the consumer cooperative A6 ______B6 V. Description of the invention (8). For the purpose of surface planarization, the surface material can be laminated according to its needs. For the relevant surface materials, various thermoplastic resin sheets and films can be exemplified. In the manufacture of a concrete mold frame that adheres to the surface, such as the aforementioned concrete mold frame, before the glass fiber-containing thermoplastic resin sheet heated to a melting temperature above the melting temperature of the glass fiber-containing thermoplastic resin-containing melt is supplied between the male and female molds It can be easily obtained by placing the surface material between the male and female molds in advance. Contrary to the above-mentioned smoothing, when the surface decoration material is adhered to the concrete surface, the surface may be a concrete mold frame provided with concave or convex patterns. When grouting concrete with a concrete mold frame with concave or convex patterns in this way, the pattern will be transferred to the concrete surface. Through the transferred concave and convex pattern, the concrete surface will be rough, making the concrete surface and the adhesive or cement mortar The adhesion is improved. As such a concave or convex pattern, when the pattern is transferred to the concrete surface, as long as it can be uneven on the concrete surface, 'without any restrictions, it can be set as a continuous variety of columnar patterns or, Curtain-shaped, lattice-shaped, wave-shaped, tile-shaped concave or convex patterns, or a plurality of independent square, round, cross-shaped projections. The area ratio of the pattern on the panel plane is usually 1 Q% or more, preferably 30% or more in terms of the projected area of the concave or convex portion. The size of the individual patterns can be any, but when applying adhesive or cement mortar on the concrete surface, there must be a size that can obtain sufficient adhesion strength. If it is too large or too small, the difference from the smooth surface is not enough. The adhesion effect is not ideal. The size of this paper + · Guo S Jia Xian (GNSm secret (210X297 company director) '' ---- -10-.............................. .................................................. ........... installed ........................ ordered .................. ...... line (please read the precautions on the back before filling this page) A6 B6 Printed by the Employee Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs V. Invention Instructions (9) In addition, the position of the pattern is generally uniform with the panel The ground distribution is better, but only part of the grouted concrete surface is for the purpose of using the adhesive surface decoration material Ling, and it is partly set. The height of such a pattern (the depth of the pattern when it is concave) is too high The adhesive material layer of the adhesive surface decoration material will become thicker, so that the adhesive material exceeds the required amount, and the adhesive strength will also be reduced, and it will make the peeling operation of the concrete mold frame after the concrete grouting difficult, but when it is too low At this time, it can not be distinguished from the smooth surface, so that the adhesion strength of the surface decoration material is not sufficient, usually 0. 2 ~ 5mm degree. Of course, when the pattern is concave, the thickness of the panel The degree of inadequate will not be underestimated. The thermoplastic resin concrete formwork of the present invention is lightweight, has good nailing and sawing properties, and does not require stacking, so it has good workability and is in circulation. It has many advantages such as excellent performance, and the concrete formwork of the present invention can be used not only alone, but also in combination with the concrete formwork in the past, so it is also very useful in terms of practicality. In addition, it has a concave surface The concrete pattern frame of the shape or the convex pattern is to transfer the corresponding pattern on the obtained concrete surface when the concrete frame is grouted with concrete, so that the surface is rough, so the strong adhesion on the concrete surface is the adhesion of marble or ceramic tiles, etc. Surface decoration materials such as cement mortar, etc., as a result, the surface decoration agent can be strongly adhered to the concrete surface. [Examples] The present invention will be further described based on the examples below. .......- 可 ........................ ^ · tPlease read the precautions on the back before filling this page.) Applicable to China National Standard (CNS) Grade A (210x297 mm) 11 A6 B6 Central Standard of the Ministry of Economic Affairs Bureau employees consumer cooperatives printed V. invention is described in (10) and performance testing, and now, according to the assessment of the Department of Construction testing of the following methods. Static strength: Combine concrete formwork and measure the deformation of concrete formwork when pouring into actual concrete. And this test is a prober with # 中 中. Arrange the concrete formwork with a height of 1 8 0 Omm and a width of 6 0 Omm at an interval of 500 mm so that the panels are arranged facing each other. For this, the outer thick part (the horizontal thick part) will be 1 5 0 from the upper end , 6 5 0, 1 5 0, 1 1 5 0, 1 6 5 0 mm are set and fixed. For this, the deformation of the concrete formwork to be poured into concrete is measured from the positions of 4 5 0 mm, 9 0 Omm and 1 3 50 mm at the lower part. If the deformation at these positions is less than 6 mm, it is 0, which exceeds 6 mm. It is △ to 1 Omm, and X when it exceeds 1 Omm. Impact strength: Use the impact test device shown in Figure 6 to implement. A 5 OmmX 5 Omm test piece 7 cut out from the formed concrete mold frame is placed with a 2/1 inch diameter semi-circular core at the front end, and a load 9 is dropped from above, and the minimum load is determined when the test piece is damaged Dropping distance (destruction height) (cm), the destruction energy obtained by the following formula is used as impact strength 0 Destruction energy (kg * cm) = load (kg) X destruction height (cm) When the destruction energy is 2 0 0 kg · cm or more At that time, it is ○, and less than 20 Okg · cm of 15 Qkg · cm is △, and X is less than 15 Okg · cm. Nailability: Drive 3-inch nails into the concrete formwork, and pass the nails. After passing, the paper size is applicable to China National Standard (CNS) A4 specifications (210x 297 mm) ......— ....... ...................................................... ..................... order ............... line {Please read the back of the first (Notes are required to fill out this page) -12-A6 B6 printed by the Employee Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs 5. Description of the invention (11) The cracks on the back and the cracks around the nails are evaluated on a visual basis. Sawability: The concrete formwork is cut with a cutting saw to visually evaluate the scattering of glass fibers and the adhesion of resin to saw teeth. Cyclicity: Pulverize the concrete mold frame that is used repeatedly for 10 times, and pallet-cast the 30% by weight of the crushed product and 70% by weight of the same glass fiber-containing thermoplastic resin used in the manufacture of the mold frame. The concrete mold frame was formed again in the same manner, and the above-mentioned performance test was performed on this concrete mold frame. The same result as before the cycle is 0. Example 1 A polypropylene-like flat plate containing 25% by weight of glass fibers with an average length of 6 mm was supplied to a plasticizing device at 240 °. <: Heating and melting, and supplying the melt 1 between the male and female molds having a cavity gap of about 10 mm through a resin passage 4 'provided in the female mold 2. Make the gap of the cavity of the flat part of the male and female molds to be 3.5 mm, tighten, pressurize, and cool down to obtain a thermoplastic length of 1 800 mm and a width of 6 mm as shown in Figure 1 Resin concrete formwork. Thickness of top plate: 3.5 mm Height of rib plate: 58.5 mm Width of top plate connection with rib plate: 3. 5 mm Bevel angle of rib plate: 0.5 degree Thickness of mold frame: 6 1.5 mm Number of rib plates: long There are 11 equal-spacers in the direction (including the two sides of the board). 6 in the width direction (at the two ends of the two sides of the board in the long direction. The paper size applies to the Chinese National Standard (CNS) A 4 specifications (210 father 297 male cage ·). …… Subscribe -................... line (please read the notes on the back before filling in this page) -13-Printed by the Employees Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs A6 B6 V. Description of the invention (12) The position of 1 5 Omm and .6 5 Omm) The performance test of the obtained concrete formwork and the results of the field construction test are shown in Table 1. Examples 2 to 6 and Comparative Examples 1 to 2 except that the average fiber length of the glass fiber and the content of the glass fiber were replaced, and the thickness of the top plate of the product and the height of the rib plate were changed, similar to Example 1 were obtained. Concrete frame made of thermoplastic resin. The performance test of the obtained concrete formwork and the results of the field construction 'test are shown in Table 1. Example 7 A stampable sheet (Kepler sheet: manufactured by Kepler Sheet Co., Ltd.) containing 25% by weight of glass fiber having an average length of 12 mm and a casting resin of polyHene was heated to 220. (: After placing between the male and female molds, tighten the two molds, pressurize them, and cool them to obtain a thermoplastic resin concrete with a length of 1 800 m and a width of 60 Omm as shown in Figure 1 Mold frame 〇Top plate thickness: 5 mm Height of rib plate: 2 2 mm Width of connection with top plate of rib plate: 3.5 mm Angle of rib plate: 0.5 degree Thickness of mold frame: 2 7mm Number of rib plates: long There are 11 equally spaced directions (including both sides of the board) 6 in the width direction (at the positions of 1 5 Omni and 6 5 Omm at the two ends of the two boards in the long direction) The paper size is applicable to the Chinese National Standard (CNS) A 4 specifications (21〇 father 297 public director) Pretend ---...-...-......... order ............... line (please first Read the precautions on the back and fill in this page) -14 Printed A6 ___ B6_ by the Employees ’Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 5. Invention Description (13) Performance test of the obtained concrete formwork, the results of the field construction test are shown in Table 1. Comparative Example 3 Use glass fiber containing 25% by weight and an average length of 7 Omm or more. The mirror-made resin is polypropylene. The stampable sheet s except the top plate thickness is 4 mm, and the rib height is 8 mm (for the mold frame Thickness: 12 mm), in the same manner as in Example 7, a concrete mold frame made of thermoplastic resin with a length of 1 800 mm and a width of 600 mm. The performance test of the obtained concrete mold frame and the results of the field construction test are shown in Table 1. Example 8 A punchable sheet made of glass fiber containing 25% by weight of an average fiber length of 12 mm and an average fiber diameter of 1 1 ym (Kepler Sheet: manufactured by Kepler Sheet Co., Ltd.) ， Preheat the surface temperature of the thin plate in the heating furnace to 2 20 ° C. When this heated thin plate is formed, the surface of the panel has longitudinal, horizontal and horizontal 2 Omm intervals of 1 Omm in diameter, 3 mm high cylindrical convex After placing the mold with a continuous height of 20.5 mm and a thickness of 4 mm in the longitudinal direction at a distance of 40 mm and a width of 4 mm on the back surface, the mold is placed between the male and female molds and the two molds are tightened. , Pressurized (100 kg / cm2), cooled it, as shown in the first figure, 180Omm long, 6O Omm wide, the panel thickness of 4.5mm panel surface has protrusions, obtained from the back of the panel with ribs Concrete frame made of thermoplastic resin. (Please read the notes on the back first Write this page) Binding. The size of the bound paper is in accordance with Chinese National Standard (CNS) A4 specifications (210x297 mm). 15 A6 B6 Printed by the Employee Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 5. Invention Instructions (14) Copy these 2 The concrete formwork is arranged with the protrusions facing each other in the 5 Omm gap. After the concrete is injected into the gap, it is cured for one week to make a concrete panel with a thickness of 50 mm. The surface of the resulting concrete panel corresponds to the cylindrical protrusions on the surface of the concrete mold frame used, and a cylindrical concave pattern is attached. In this concrete panel, the cement mortar is coated with a thickness of about 5 mm from the plane part of the panel, and the ceramic tile is affixed. When the cement mortar is applied, there will be no mortar outflow when the cement mortar is applied to the smooth concrete panel surface, and the adhesion of the ceramic tile is also very strong. [Example 9] Using an extrusion molding machine made of the same male and female dies as in Example 8, the molten resin passage provided in the female die in the state where the two dies are not closed contains 3 0 The resin melt of the polypropylene resin composition of glass fiber polypropylene resin with an average fiber length of 1 mm and an average fiber diameter of 10 mm by weight%, the two molds are tightened, pressurized (190 kg / cm2), and cooled, as in Example 8. The resulting panel has a length of 1 800 mm, a width of 600 mm, and a panel thickness of 4.5 mm. The panel surface has protrusions, and a thermoplastic resin concrete mold frame with ribs on the back of the panel is obtained. Using the obtained concrete mold frame, a concrete panel was manufactured in the same manner as in Example 8, and after the adhesion test of the ceramic tile on the surface of the panel was performed, it was the same as in Example 8. .................................................. .................................. Pretend .............. ........ Order -.................. line (please read the precautions on the back before filling the nest page) This paper size is left in China Standard (CNS) A 4 specifications (210X297 g *) -16-A6 B6 V. Description of the invention (15) Table _ 1 Printed example of the employee consumer cooperative of the Central Bureau of Standards of the Ministry of Economy 1 2 3 4 5 6 Thermoplastic resin PP PP PP PP PP PP Average fiber length (mm) 6 0.5 30 6 6 12 Glass fiber content 25 33 20 25 25 25 (wt%) t (mm) 3.5 3.5 3.5 2.5 4.5 5 t + h (mm) 61.5 6 1.5 61.5 62 62 27 Forming method (Note 1) IP IP IP IP IP IP Formability 〇〇〇 ～ △ 〇〇 △ Static strength 〇〇〇〇〇 △ Impact strength 〇Δ 〇〇〇〇 nailing, sawing properties 〇〇 ~ △ 〇 〇〇〇Weight (no stacking) 8.8 9.2 8.3 7.7 9.8 6.7 (kg) The necessity of stacking ΛττΤ. M no-fnr. Tearing no Μ M cycle 〇〇 △ 〇〇〇 ...: ...... ...-.............................................. ..................... installed ........................ ordered ... ................ Line (please read the precautions on the back before filling in this page) This paper size is applicable to China National Standard (CNS) A 4 specifications (210x297 mm) 17 A6 B6 V. Description of Inventions (16) Table.-1 (continued) Printed by the Employee Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs
實施例 比較例 7 1 2 3 熱塑性樹脂 PP PP PP PP 平均纖維長（m m ) 6 >70 6 >70 玻璃纖維含量 25 25 40 25 (重量％ ) t ( m m ) 3.5 3.5 3.5 4 t + h (in m ) 45 6 1.5 6 1.5 12 成形方法（注1 ) SS I P I P SS 成形性 〇 X Δ 〇 靜强度 〇 〇 〇 〇 衝擊强度 〇 〇 〇 X 打釘，鋸切性 〇 △ X 〇 重量（無棧木） 8.7 8.7 9.3 5.8 (kg ) 棧木之必要性 •frrr- m Μ / 1 \ \ frir. Μ 有 循環性 〇 X 〇 X .............................................................................^1 玎......................^ t請先閲讀背面之注意事項再填窝本頁) 注1 : I P爲表示射出擠壓成形，S S爲薄板衝壓法。 〔產業上之利用價値〕 本紙張尺度適用中國國家標準（CNS)甲4规格（210x297公釐) -18 - 咖59 A6 _B6 五、發明説明（17 ) 本發明係提供輕量.，打釘性，鋸切性良好，且不需棧 木，具極佳作業性之混凝土模框者。然而此模框可和以往 之混凝土模框在使用場所，條件等加以併用，就此點而言 ，其利用性爲高者。 .....................................................................................裝：：，：………：訂.....................線 (請先閱讀背面之注意事項再填寫本頁) 經濟部中央標準局員工消費合作社印製 本紙張尺度適用中國國家標準（CNS)甲4規格（210X297公釐） 19EXAMPLES Comparative Example 7 1 2 3 Thermoplastic resin PP PP PP PP Average fiber length (mm) 6 > 70 6 > 70 Glass fiber content 25 25 40 25 (wt%) t (mm) 3.5 3.5 3.5 4 t + h (in m) 45 6 1.5 6 1.5 12 Forming method (Note 1) SS IPIP SS Formability 〇X Δ Static strength 〇〇〇〇 Impact strength 〇〇〇 X nailing, sawing properties △ X 〇 Weight (none Stacked wood) 8.7 8.7 9.3 5.8 (kg) The necessity of stacked wood • frrr- m Μ / 1 \ \ frir. Μ There is circulation 〇X 〇X ..................... .................................................. ........... ^ 1 玎 ...................... ^ tPlease read the precautions on the back before filling this page ) Note 1: IP means injection molding, SS means thin plate stamping. 〔Industry use price value〕 This paper scale is applicable to the Chinese National Standard (CNS) A4 specification (210x297 mm) -18-Coffee 59 A6 _B6 V. Description of the invention (17) The invention provides light weight. , Good sawability, no need for stacking, concrete formwork with excellent workability. However, this formwork can be used in combination with the previous concrete formwork in the place of use, conditions, etc. In this regard, the availability is high. .................................................. .................................. Installed ::, ... :: ordered ... ................ line (please read the precautions on the back before filling in this page) The paper standard printed by the Staff Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs is applicable to the Chinese National Standard (CNS) A 4 specifications (210X297 mm) 19