TWI238814B - Fiber cement building materials with low density additives - Google Patents

Fiber cement building materials with low density additives Download PDF

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Publication number
TWI238814B
TWI238814B TW90106004A TW90106004A TWI238814B TW I238814 B TWI238814 B TW I238814B TW 90106004 A TW90106004 A TW 90106004A TW 90106004 A TW90106004 A TW 90106004A TW I238814 B TWI238814 B TW I238814B
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Taiwan
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microspheres
density
scope
item
patent application
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TW90106004A
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Chinese (zh)
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James A Gleeson
Kalynne H Paradis
Brian P Sloane
David L Melmeth
Dean M Seligman
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James Hardie Int Finance Bv
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Abstract

This invention relates to a formulation with the addition of low density additives of volcanic ash, hollow ceramic microspheres or a combination of microspheres and volcanic ash or other low density additives into cementitious cellulose fiber reinforced building materials. This formulation is advantageously lightweight or low density compared as compared to current fiber cement products without the increased moisture expansion and freeze-thaw degradation usually associated with the addition of lightweight inorganic materials to fiber cement mixes. The low density additives also give the material improved thermal dimensional stability.

Description

經濟部智慧財產局員工消費合作社印製 1238814Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814

、發明說明( 發明領域: 本發明係關於建築材料及其製造方法,特別是將低密 度添加劑(LDA)加入似水泥赛璐珞纖維強化建築材料中。 發明背景: 如防水建築版之纖維強化水泥(FRC)製品已從1 895年 使用於建築上。在最近使用於該項製品之強化纖維已不僅 僅包含石綿纖維’還同時包括有赛璐珞纖維(見澳洲專利 No. 515151)、金屬纖維、玻璃纖維及其他天然與合成纖 維。一般來說,該建築版的密度大約在丨.2_L 7 g/cm3之 間’此密度之範圍一般可藉由在製造過程中所使用纖維水 泥漿之壓:縮及脫水與纖維使用量的改變來達成。在此密度 下’水泥基本的結構孔洞極少,結果將得到較低的吸水 率’對水泥結構良好耐久之表現來說低吸水率是最常被考 慮的。 上述之纖維水泥的密度表示此製品較以木材為主相 同尺寸之製品為重而工作性較差。工作性包含有操作及安 裝之容易性。因此,纖維水泥建築製品較木材及以木材為 主之製品難切割、加工及固定。就這一點而言,天然木板 的密度對乾燥的硬木約為〇· 7-〇· 9 g/cm3,而對乾燥的軟 木約為0.38-0.6 g/cm3。因此,一擁有與木材密度相似之 修正密度之纖維水泥材料將可改善工作性及輕量化、更容 易固定、更易於切割及加工其製品。然而,假如使用此修 正金度纖維水泥於相同的應用範圍時,需能達到保留纖維 第2頁 本紙張尺度適用中國國家標準(CNS)A4規格(21〇 X 297公爱) _""""' ---- (請先閲讀背面之注意事項再填寫本頁)2. Description of the invention (Field of the invention: The present invention relates to building materials and manufacturing methods thereof, in particular, low-density additives (LDA) are added to cement-like celluloid fiber-reinforced construction materials. Background of the invention: Fiber-reinforced cement (FRC) such as waterproof construction version ) The product has been used in construction since 1895. The reinforcing fibers used in this product recently include not only asbestos fibers, but also celluloid fibers (see Australian Patent No. 515151), metal fibers, glass fibers and Other natural and synthetic fibers. In general, the density of the architectural version is between 丨. 2_L 7 g / cm3. This density range can generally be determined by the pressure of the fiber cement slurry used in the manufacturing process: shrinkage and dehydration. Achieved with the change in the amount of fiber used. At this density, 'the basic structure of the cement has very few holes, and the result will be a lower water absorption rate.' Low water absorption rate is most often considered for the performance of the cement structure. The density of fiber cement indicates that this product is heavier than the wood-based products of the same size and has poor workability. Workability includes operation And the ease of installation. Therefore, fiber cement construction products are more difficult to cut, process and fix than wood and wood-based products. In this regard, the density of natural wood boards is about 0.7 to 0 for dry hardwood. 9 g / cm3, and about 0.38-0.6 g / cm3 for dry softwood. Therefore, a fiber cement material with a modified density similar to the density of wood will improve workability and weight, be easier to fix, and easier to cut. And processing its products. However, if this modified golden fiber cement is used in the same range of application, it must be able to reach the retention fiber. Page 2 This paper applies the Chinese National Standard (CNS) A4 specification (21〇X 297 public love) _ " " " " '---- (Please read the notes on the back before filling this page)

1238814 經濟部智慧財產局員工消費合作社印製 A7 五、發明說明() 水泥之耐久性、防火性、抗腐蝕及防水等特性。 先前的技術提到如何添加輕質無機粉末以當作水泥 或纖維強化水泥材料之密度修正用。FRC製品的低密度添 加劑被疋義在約〇·8 g/cffl3(5〇 ibs./cu.ft·)或更低之鬆 散容積密度。此典型的低密度添加劑(LDA)使用了包括低 容積密度碳酸鈣水化物(CSH)、膨脹聚苯乙烯粒子(EPS)、 膨脹蛭石、膨脹珍珠岩、膨脹頁岩及膨脹黏土。以該無機 粒子來對水泥材料做密度的修正主要是藉著多孔性的導 入而達成。一般而言,當此材料浸泡在水中或暴露於雨中 一段時間後,其細孔便會充滿水分。如此將造成這些材料 有較差的潮濕到乾燥尺寸穩定度(抗潮濕力)、較高的飽和 質量、及較差的抗凍能力。 根據以上所述,需要一種輕質FRC建築材料及其製造 方法來改善較典型修正密度製品佳之潮濕到乾燥之尺寸 穩定度。其次,如果密度修正材料使用於相同之應用範圍 時,此輕質建築材料應該維持與沒有使用密度修正材料< FRC製品相近之潮濕到乾燥之尺寸穩定度。除此之外,在 某些應用中材料同時擁有較低的飽和質量、好的抗柬性、 及高溫尺寸穩定度是更好的。最後,也希望擁有一個接近 木材及木材製品較低密度範圍並有改良耐久性之FRC建築 產品。 發明目的及概述:- 已評估過兩種低密度添加劑其對FRC建築材料比典刑 第3頁 表紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) •HI— I ttw · I I I I I I I ^ ·1111111 —AKV — (請先閱讀背面之注意事項再填寫本頁) A7 1238814 五、發明說明() 的低密度添加劑擁有更令人滿意的特性。 竹丨 每兩種低密度添 加劑為火山灰及中空陶微球體。本發明 贫月 < 一個實施例包含 了將火山灰(VA)加入FRC建築材料中。;签 、 未可种干而罘二個實施例包 含了將中2陶微球體(微球體)加入FRC建築材料中。第二 個實施例將微球體與火山灰和/或其他典型的低密度Z = 劑之混合物組合加入FRC建築材料中。第= τ弟二個貫施例將微 球體與火山灰和/或其他典型的低奈声、、我 ,、土日7低在度添加劑之混合物會 比第一個實施例僅導入火山灰來得更好1二個實施例將 微球體加入可較上述之第一或第三個實施例佳,而這需取 決於特殊應用例子所需考慮的特性。 相較於目前之FRC製品,使用火山灰的第一個實施例 的一個優點為其提供了在一經濟的價格下製品的低密度 及改良的工作性,同時也較典型低密度添加劑改善製品的 尺寸穩定度。 第二個實施例包含了將微球體加入纖維水泥製品 中。相較於目前之FRC製品,加入微球體的好處包括了降 低製品的密度並改善其工作性而不會增加關於加入輕質 無機物材料到FRC混合物中所產生的水分膨脹或凍融剝蝕 問題。此外,添加微球體對FRC材料提供改良的熱尺寸穩 定度。 第三個實施例是關於將微球體結合火山灰與/或其他 典型的低密度添加劑加入FRC材料中。將微球體與其他低 密度添加劑混合有其優點,由於火山灰及其他典型的低密 度添加劑相較於微球體有較低的密度,因此能以較少重量 第4頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) (請先閱讀背面之注意事項再填寫本頁) — n a··— i·— Mmaf —ϋ «1 an 一 ^ 9 in n 11 n I in IB-1 I # 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 (請先閱讀背面之注意事項再填寫本頁)1238814 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 V. Description of the invention () Cement's durability, fire resistance, corrosion resistance and water resistance. The prior art mentioned how to add lightweight inorganic powders for density correction of cement or fiber reinforced cement materials. Low-density additives for FRC products are defined at a bulk bulk density of about 0.8 g / cffl3 (50 ibs./cu.ft.) Or less. This typical low density additive (LDA) uses low bulk density calcium carbonate hydrate (CSH), expanded polystyrene particles (EPS), expanded vermiculite, expanded perlite, expanded shale, and expanded clay. The modification of the density of cement materials with this inorganic particle is mainly achieved through the introduction of porosity. Generally, when the material is immersed in water or exposed to rain for a period of time, its pores become filled with water. This will cause these materials to have poor wet-to-dry dimensional stability (moisture resistance), high saturation quality, and poor freeze resistance. Based on the foregoing, there is a need for a lightweight FRC building material and a method of manufacturing the same to improve the wet-to-dry dimensional stability better than typical modified density products. Secondly, if the density correction material is used in the same application range, the lightweight construction material should maintain a wet-to-dry dimensional stability similar to that without the density correction material < FRC product. In addition, in some applications it is better for materials to have lower saturation quality, good resistance to stagnation, and high temperature dimensional stability. Finally, it is also desirable to have an FRC construction product that is closer to the lower density range of wood and wood products and has improved durability. The purpose and summary of the invention:-Two low-density additives have been evaluated, and the paper size of the FRC building materials is smaller than that of the table on page 3. The paper size is applicable to the Chinese National Standard (CNS) A4 specification (210 X 297 mm). • HI — It ttw · IIIIIII ^ · 1111111 —AKV — (Please read the notes on the back before filling this page) A7 1238814 V. Description of the invention () The low density additive has more satisfactory characteristics. Bamboo 丨 Every two kinds of low-density additives are volcanic ash and hollow ceramic microspheres. The lean month of the present invention < One embodiment includes adding volcanic ash (VA) to the FRC building material. ; The two examples of signing and drying can include adding 2 ceramic microspheres (microspheres) to FRC building materials. The second embodiment incorporates a mixture of microspheres with pozzolan and / or other typical low density Z = agents into the FRC building material. The second embodiment of the first embodiment is to mix the microspheres with volcanic ash and / or other typical low-frequency additives, such as low-intensity, low-frequency, and low-intensity additives, than the first embodiment that only introduces volcanic ash. The addition of microspheres in the two embodiments may be better than the first or third embodiment described above, and this depends on the characteristics to be considered in the specific application example. Compared with the current FRC products, one advantage of the first embodiment using pozzolans is that it provides low density and improved workability of the product at an economical price, and also improves the size of the product compared to typical low density additives. stability. The second embodiment involves adding microspheres to a fiber cement product. Compared with the current FRC products, the benefits of adding microspheres include reducing the density of the product and improving its workability without increasing the problem of water swelling or freeze-thaw peeling caused by the addition of lightweight inorganic materials to the FRC mixture. In addition, the addition of microspheres provides improved thermal dimensional stability to the FRC material. The third embodiment is about adding microspheres with pozzolan and / or other typical low density additives to the FRC material. Mixing microspheres with other low-density additives has its advantages. Because pozzolan and other typical low-density additives have a lower density than microspheres, they can be used with less weight. Page 4 This paper applies Chinese national standards ( CNS) A4 specification (210 X 297 mm) (Please read the notes on the back before filling this page) — na ·· — i · — Mmaf —ϋ «1 an an ^ 9 in n 11 n I in IB-1 I #Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs (please read the precautions on the back before filling this page)

1238814 A7 "~一 —------- —__B7______ 五、發明說明() ^ -—一- J之〜加劑(僅與微球體相比)達到較低密度之f r c製 、 此同時使彳于纖維水泥製品能夠達到較低的密度範圍 並更進一步改善工作性,而微球體減小了典型低密度添加 劑所有的潮濕到乾燥尺寸穩定度及整體耐久性之不良影 響。 因此在本發明之之一個觀點中,提供一種建築材料至 >匕含纖維強化水泥配比並且將一低密度添加劑併入 此配比中。此低在、度添加劑加入此配比中與一相同纖維強 化水泥配比而沒有低密度添加劑之建築材料比較起來是 降低此建築材料之密度,而在此同時有著低密度添加劑之 建築材料相較於一相同纖維強化水泥配比而沒有低密度 添加劑之建築材料在水分膨脹增加量約在2 0 %以下。最好 疋此低密度添加劑加入此配比中與一相同纖維強化水泥 配比而沒有低密度添加劑之建築材料比較起來是降低此 建築材料之密度,而在此同時此低密度添加劑相較於一相 同纖維強化水泥配比而沒有低密度添加劑之建築材料可 維持或降低此建築材料之水分膨脹。此建築材料的密度最 好約為1· 2 g/cm3或更低。 在本發明之另一個觀點,一建築材料的配比是提供來 形成一建築製品。此配比至少包含一水硬黏結劑、骨材、 纖維及火山灰。在一實施例中,藉由與相同配比而無火山 灰所製成之建築製品比較添加超過1 0%的火山灰以改善工 作性且降低最終建築製品的密度。在另一個實施例中,使 用火山灰的配比在最終製品的水分膨脹率方面有著微不 第5頁 本紙張尺度適用中關家標率(CNS)A4規格(21Q x 297公爱) ' --- 1238814 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明( 足道的差異,而此製品與由相同配比而無火山灰製成之建 築製品比較之下可維持或增加水分膨脹率低於2⑽。為了 達到此程度密度之修正,所增加的水分移動是出奇的低。 藉著表面上相同的配比成分,已經發現到對火山灰配比其 水分膨脹率差異的存在。該差異主要是由於原料表面積之 變化而來。 在本發明的另一個觀點中提供了一個形成低密度建 築材料的方法。將水硬黏結劑、骨材、火山灰及水混合來 製成水泥漿。將此水泥漿處理成一種定型而無強度的物 品。養護此物品來形成低密度建築材料。在一實施例中, 此物品是以高壓蒸氣來養護。在另一實施例中,此低密度 建築材料之密度約為L 2 g/cm3或更低,而水分膨脹率約 為0. 17%或更低。 在本發明之另一個觀點中,一建築材料配比包含了水 硬黏結劑、骨材、纖維及中空陶微球體。此最終建築材料 之法、度約為1 · 2 g/cm3或更低。在一實施例中,配比中約 有4. 1 1 5%的赛璐珞纖維。在一較佳實施例中,藉由添加 超過15%,甚至最好是超過30%之微球體,而與以相同配 比而典微球體所製成之建築製品來比較,此微球體可降低 最終建築製品之密度。在另一實施例中,藉由添加超過 5%,甚至最好是超過1 〇%之微球體,而與以相同配比而無 微球體所製成之建築製品來比較,此微球體可減少最終建 築製品之水分膨脹率。在一較佳實施例中,此配比中提供 了微球體與其他如火山灰和/或低容積密度碳酸舞水化物 第6頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) • ϋ n n am— 1 ι ϋ n Mmmme I · ·1 n n IV mm— n ϋ J 、· emt «ϋ ·ϋ 1_1 n emamm I t (請先閱讀背面之注意事項再填寫本頁) 1238814 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明( (CSΗ)等額外的低密度添加劑之組合。 在本發明的另一個觀點中,一個形成低密度建築材_ 的方法包含了混合水硬黏結劑、骨材、纖維、中空陶微球 體及水以製成水泥漿_。將此水泥漿處理成一種定型而無強 度的物品。養護此物品來形成低密度建築材料。此最、終建 築材料之密度約為1.2 g/cm3或更低。在一實施例中,混 合超過約4%的纖維來製成水泥漿。在另一實施例中,此物 品是以高壓蒸氣來養護。 圖式簡軍說明: 第1圖為一 Hat schek所製造有與無中空陶微球體之版在 經過凍融試驗之後ΜIP孔洞大小分布圖。 第2圖為一 Hat schek所製造有與無中空陶微球體之版在 經過凍融試驗之後BET孔洞大小分布圖。 第3圖為說明一 Hatschek所製造有加入l〇wt·%中空陶微 球體之版在經過147次凍融試驗循環後無剝蝕發生 之SEM照片。 第4圖為說明添加低密度添加劑、密度及強度之間關係之 圖。 發明詳細說明: 本發明之較佳實施例敘述一纖維強化水泥建築材料 併入兩種低密度添加劑-中空陶微球體和/或火山灰之至 少一種。將可了解到這些添加劑不僅可使用於此所敘述之 第7頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) ---------1!-^^ 裝------ (請先閱讀背面之注意事項再填寫本頁) 訂---------0. 1238814 經濟部智慧財產局員工消費合作社印製 A7 -------—-- B7_ 五、發明說明() 建築材料型式(也就是纖維強化材料),而且還可使用於其 他=建築材料。❺此之外,錢微;求體與/或火山灰和其 他法度改良物之組合也同時被考慮用來降低密度及改良 建築材料义整體表現。再者,其他類似於中空陶微球體和 火山灰之低密度添加劑當其能維持或降低最終製品之水 分膨脹率時也達到降低密度的特性,同時也改善了工作 性、耐久性及其他特性(如以下所討論),以上均在本發明 之觀點中加以考慮。 1· 差一實施例-火山尨 在第一實施例中,本發明是關於將火山灰加入水泥的 赛璐珞纖維強化建築材料中。火山灰一般也被稱為,,空中 傳播的珍珠岩”浮石,,或,,輕石礦,,。火山灰一般是由火山 爆發時的岩漿而來之一種天然玻璃。火山灰是由高溫的岩 漿冷卻而形成相當輕量之砂質沉積物,因而其材料是由約 30wt. %之結晶礦物及70wt. %之非結晶火山灰玻璃所組成 的。其有一典型之谷積密度约為25-751bs./cu.ft·。通常 這些火山灰藉著熱的導入而膨脹來改變其形態並達到有 一典型容積密度範圍從2-25 lbs· /cii· ft·之較輕質材 料。膨張的火山灰有著從小於microns到425 microns 寬廣範圍之粒子大小,而其中等粒子大小範圍界於2〇到 100 microns之間。其化學組成主要包含有矽(Si〇2)、氧 化鋁(ai2〇3)、及氧化鉀(K2〇)。 火山灰或膨脹的火山灰可從如以下之供應商取得:1238814 A7 " ~ 一 ——------- —__ B7______ V. Description of the invention () ^ -—— 一-of J ~ Additive (compared with microspheres only) to achieve lower density frc system, at the same time This allows the fiber cement products to reach a lower density range and further improve workability, while the microspheres reduce all the adverse effects of wet to dry dimensional stability and overall durability of all typical low density additives. Therefore, in one aspect of the present invention, a building material is provided to a blending ratio of fiber-reinforced cement and a low-density additive is incorporated into the blending ratio. The addition of this low-intensity and low-density additive to this formulation is compared with a building material with the same fiber-reinforced cement ratio and no low-density additive to reduce the density of the building material. For a building material with the same fiber-reinforced cement ratio without low-density additives, the increase in moisture expansion is less than 20%. It is best to add this low-density additive to the mix compared to a building material with the same fiber-reinforced cement ratio and no low-density additive to reduce the density of the building material, while the low-density additive is the same Fiber-reinforced cement construction materials without low-density additives can maintain or reduce the water expansion of this construction material. The density of this building material is preferably about 1.2 g / cm3 or less. In another aspect of the invention, the proportion of a building material is provided to form a building article. The ratio contains at least a hydraulic binder, aggregate, fiber and pozzolan. In one embodiment, more than 10% of volcanic ash is added to a building product made with the same proportion without volcanic ash to improve workability and reduce the density of the final building product. In another embodiment, the proportion of volcanic ash is insignificant in terms of the water expansion rate of the final product. Page 5 This paper is applicable to the China House Standard (CNS) A4 specification (21Q x 297 public love) '--- 1238814 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. Description of the invention (the difference in the way, this product can maintain or increase the water expansion rate below 2⑽ compared with the construction products made of the same proportion without volcanic ash. In order to achieve this degree of density correction, the increased moisture movement is surprisingly low. With the same composition on the surface, it has been found that there is a difference in water expansion rate for the volcanic ash ratio. This difference is mainly due to the raw materials The surface area changes. In another aspect of the present invention, a method for forming a low-density building material is provided. A hydraulic cement, aggregate, pozzolan, and water are mixed to form a cement slurry. This cement slurry is processed into A shaped, non-strength article. The article is cured to form a low density building material. In one embodiment, the article is cured with high pressure steam In another embodiment, the density of the low-density building material is about L 2 g / cm3 or lower, and the water expansion rate is about 0.17% or lower. In another aspect of the present invention, a building The material ratio includes hydraulic binder, aggregate, fiber, and hollow ceramic microspheres. The final construction material has a degree of about 1.2 g / cm3 or less. In one embodiment, the ratio is about There are 4.1 15% celluloid fibers. In a preferred embodiment, the microspheres are made by adding more than 15%, and even more preferably more than 30% of microspheres, with the same proportions Compared with building products, the microspheres can reduce the density of the final building products. In another embodiment, by adding more than 5%, even preferably more than 10% of microspheres, and the same ratio Compared with the construction products made of microspheres, the microspheres can reduce the moisture expansion rate of the final construction products. In a preferred embodiment, this ratio provides microspheres with other such as volcanic ash and / or low volume Density Carbonate Hydrate Page 6 This paper applies Chinese National Standards (CNS) A4 size (210 X 297 mm) • ϋ nn am— 1 ι ϋ n Mmmme I · · 1 nn IV mm— n ϋ J, · emt «ϋ · ϋ 1_1 n emamm I t (Please read the precautions on the back first (Fill in this page again) 1238814 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs. 5. A combination of additional low-density additives such as the description of invention ((CSΗ). In another aspect of the present invention, one forms a low-density building material. The method includes mixing hydraulic binder, aggregate, fiber, hollow ceramic microspheres and water to make a cement slurry. This cement slurry is processed into a shaped, non-strength article. Conserve this item to form a low density building material. The density of this final and final building material is about 1.2 g / cm3 or lower. In one embodiment, more than about 4% of the fibers are blended to make a cement slurry. In another embodiment, the item is cured with high pressure steam. Brief description of the drawings: Figure 1 is the distribution map of MIP pore size of a plate made by Hat schek with and without hollow ceramic microspheres after the freeze-thaw test. Figure 2 is a BET hole size distribution of a plate made by Hat schek with and without hollow ceramic microspheres after a freeze-thaw test. Fig. 3 is a SEM photograph illustrating that a plate manufactured by Hatschek with 10 wt.% Hollow ceramic microspheres had no peeling after 147 freeze-thaw test cycles. Fig. 4 is a diagram illustrating the relationship between the addition of a low density additive, density and strength. Detailed description of the invention: A preferred embodiment of the present invention describes a fiber reinforced cement construction material incorporating at least one of two low density additives-hollow ceramic microspheres and / or pozzolan. It will be understood that these additives can not only be used for page 7 of this paper. The paper size is applicable to Chinese National Standard (CNS) A4 (210 X 297 mm) --------- 1!-^^ Packing ------ (Please read the notes on the back before filling out this page) Order --------- 0. 1238814 Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 ------ ----- B7_ V. Description of the invention () Type of building material (that is, fiber reinforced material), and it can also be used for other = building materials. Beyond that, Qian Wei; the combination of body-seeking and / or volcanic ash and other improvements is also considered to reduce density and improve the overall performance of building materials. Furthermore, other low-density additives similar to hollow ceramic microspheres and volcanic ash also achieve the characteristics of reducing density when they can maintain or reduce the moisture expansion rate of the final product, and also improve workability, durability and other characteristics (such as (Discussed below), all of which are considered in the perspective of the present invention. 1. One Example-Volcanic Rhenium In the first embodiment, the present invention relates to the addition of volcanic ash to cement, a celluloid fiber-reinforced building material. Volcanic ash is also commonly referred to as "airborne perlite" pumice stone, or, pumice ore. Volcanic ash is generally a natural glass derived from magma during volcanic eruptions. Volcanic ash is cooled by high temperature magma A relatively light sandy deposit is formed, so its material is composed of about 30wt.% Crystalline mineral and 70wt.% Amorphous pozzolan glass. It has a typical valley density of about 25-751bs./cu .ft .. Usually these volcanic ash expand by heat to change its morphology and reach a lighter weight material with a typical bulk density ranging from 2-25 lbs · / cii · ft ·. Expanded volcanic ash has a range from less than microns to A wide range of particle sizes of 425 microns, with medium particle sizes ranging from 20 to 100 microns. Its chemical composition mainly includes silicon (Si〇2), aluminum oxide (ai203), and potassium oxide (K2 〇). Volcanic ash or expanded volcanic ash can be obtained from suppliers such as:

Tufflite Inc. of Phoenix, AZ; California Industrial 第8頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公餐) 一 Aw Μ-----------------A_VJ. (請先閱讀背面之注意事項再填寫本頁) 1238814 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明()Tufflite Inc. of Phoenix, AZ; California Industrial Page 8 This paper size is applicable to China National Standard (CNS) A4 (210 X 297 meals)-Aw Μ --------------- --A_VJ. (Please read the notes on the back before filling out this page) 1238814 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs

Minerals of Friant, CA; US Pumice of Chatsworth, C A; Amcor Precast of Idaho Falls, ID; Hess Pumice Products of Malad City, ID; Kansas Minerals Inc. of Mankato, KS; Calvert Corporation of Norton, KS; Copar Pumice Company of Espanola, NM; C. R. Minerals of Santa Fe, NM; Utility Block of Alburquerque NM; and Cascade Pumice of Bend, OR 〇 本發明第一個實施例之一個較佳配比包含了水硬黏 結劑、骨材、纖維、火山灰及添加劑。此水硬黏結劑最好 是波特蘭水泥但也可是(但非侷限於此)高鋁水泥、石灰、 高爐石水泥及石膏或其混合物。骨材最好是磨碎的矽砂但 也可是(但非侷限於此)非結晶矽、矽藻類土壤、稻殼灰、 高爐石、磨碎爐渣、煉鐵爐渣、無機氧化物、無機氫氧化 物、黏土、菱鎂礦或石灰岩、聚合粒子、金屬氧化物及氫 氧化物、或其混合物。纖維最好是赛璐珞木漿但也可是(但 非侷限於此)陶質纖維、玻璃纖維、無機棉、金屬纖維、 及如聚氨基化合物、聚酯、聚丙烯、聚甲基戊烷、聚丙晞 酸亞硝酸鹽、聚丙晞酸氨基化合物、黏膠、尼龍、pvc、 PVA、螺縈、玻璃陶、碳等人工聚合纖維或其混合物。添 加劑可以包括(但非侷限於此)矽土氣、地熱矽土、阻燃 劑、濃稠劑、顏料、著色劑、塑化劑、分散劑、發泡劑、 凝聚劑、防水劑、有機密度改良劑、鋁粉、高嶺土、氫氧 化銘、雲母、金屬高嶺土、碳酸鈣、矽礦石、聚合樹脂膠、 或其混合物。 I — — — — — — — ^--------I---111 (請先閱讀背面之注意事項再填寫本頁) 第9頁Minerals of Friant, CA; US Pumice of Chatsworth, CA; Amcor Precast of Idaho Falls, ID; Hess Pumice Products of Malad City, ID; Kansas Minerals Inc. of Mankato, KS; Calvert Corporation of Norton, KS; Copar Pumice Company of Espanola, NM; CR Minerals of Santa Fe, NM; Utility Block of Alburquerque NM; and Cascade Pumice of Bend, OR 〇 A preferred ratio of the first embodiment of the present invention includes hydraulic binder, aggregate, fiber , Volcanic ash and additives. The hydraulic binder is preferably Portland cement but may be (but is not limited to) high alumina cement, lime, blast furnace cement and gypsum or mixtures thereof. The aggregate is preferably ground silica sand but it can also be (but is not limited to) amorphous silicon, diatom soil, rice hull ash, blast furnace stone, ground slag, iron slag, inorganic oxide, inorganic hydroxide Materials, clays, magnesite or limestone, polymeric particles, metal oxides and hydroxides, or mixtures thereof. The fibers are preferably celluloid pulp but can be (but not limited to) ceramic fibers, glass fibers, inorganic cotton, metal fibers, and materials such as polyurethanes, polyesters, polypropylene, polymethylpentane, polypropylene Acid nitrite, polyacrylic acid amino compound, viscose, nylon, pvc, PVA, snail, glass ceramic, carbon and other artificial polymer fibers or mixtures thereof. Additives may include, but are not limited to, silica rustic, geothermal silica, flame retardants, thickeners, pigments, colorants, plasticizers, dispersants, foaming agents, coagulants, waterproofing agents, organic density improvement Agent, aluminum powder, kaolin, hydroxide hydroxide, mica, metal kaolin, calcium carbonate, silicon ore, polymer resin glue, or mixtures thereof. I — — — — — — — — ^ -------- I --- 111 (Please read the notes on the back before filling this page) Page 9

經濟部智慧財產局員工消費合作社印製 1238814 五、發明說明() 火山灰可以播 乂使用於各種建築製品, 有不同比例之水硬 建築I品都擁 更黏結劑、骨材、火山 對某種特殊用途( U添加劑來達到 ^口知壁、屋頂、裝潢、、 磁碑襯底用之襯板 、/、暴露底面、 寺)< 瑕佳特性。其將可 的添加比例可满赂七t π j r %到人山灰 Γ視所需的用途來做改變。一 冬了約5Q/ β η 〇/ 個較佳的組成包 “ '約〇%'10%之添加劑及約2%-50%之火 山灰。含有火山灰典型配比之一個特殊例子如下: 波特蘭水泥(黏結劑) 28% 矽砂(骨材) 54% 赛璐珞(纖維) 7% 金屬氫氧化物(添加劑) 4% 火山灰(低达、度添加劑) γ % 此水泥及矽砂最好擁有2〇〇到45〇mVkg之細度指數。對於 水泥及矽砂二者之細度指數是根據ASTM C2〇4 —之規範 所試驗。 這些材料可藉由一些熟悉此技術之人所知道之傳統 方法從液態混合物或水泥漿轉變形成一種定型而無強度 的物品,例如: * Hatschek版製作法; 春Mazza管製作法; φ Magnani製作法; •射出成形(injection molding); •擠壓成形(extrusion); 第10頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) --------!裝------ (請先閱讀背面之注意事項再填寫本頁) 訂---------響 A7 1238814 ____B7___ 五、發明說明() •手彻成形(h a n d 1 a y - u p); •模板法(mo 1 d i ng); •鑄造法(cas t i ng); •滤網擠壓法(filter pressing); ♦溢流機(flow on machine),滚壓成形等。 有或無後擠壓。使用Hatschek方法用來完成最終製品的 步驟及參數均敘述於澳洲專利No. 5 1 5 1 5 1。 此材料最好是預先養護到8 0小時,最佳是2 4小時或 更少,以使此配比凝結定型。接著將此材料在大氣中養護 (約2 8天),或者最好在1 2 0到1 8 0 °C充滿蒸氣的高溫高壓 爐中養護3到3 0小時,最佳狀況為2 4小時或更少。養護 時間長短的選擇是決定於配比、製造方法及此物品的形 狀。 試驗結旲 密度及工彳乍攸 添加火山灰於纖維水泥材料中可以經濟之價格降低 密度並改善整體之工作性而同時由典型低密度添加劑之 加入也觀察到其降低水分膨脹率。添加火山灰的製品較 輕’因此也較容易操作、固定並畫線切斷成想要的尺寸。 添加火山灰之配比同時減少當靠近版邊緣(例如3/8_3/4,,) 釘釘子時所產生的裂痕與碎片β下列第丨表及第2表說明 FRC配比及這些配比之試驗結果,更特別證明了添加火山 灰以降低密度並改善工作性的優點。 第1表-第2表試驗結果之配比 第11頁 --------—— —· (請先閱讀背面之注意事項再填 裝 寫本頁) ϋ ϋ n ϋ 一-β’ H ϋ 1 ϋ I ϋ ϋ I · 經濟部智慧財產局員工消費合作社印製 1238814 A7 B7 五、發明說明() 配比種類 _____ ____ ____ 圓__1_ 膨脹火 。': 山灰 結劑 _圓_ 纖維 低密度 - 添加劑 B 28. 7 60. 3 7. 0 4. 0 K 28. 7 52. 8 7. 0 4. 0 7. 5 第2表-添加與未添加火山灰之特性比較 試驗方法 _戀_|__;丨::|__^ ____丨:|;丨;:|_|_|_^^^ III圓^ 控制组 無低密度泽 加制 爐乾密度(g/cm3) 1.11 1. 34 釘入深度3 (平衡狀態)2 釘子釘入材料之長度mm 45. 4 33. 0 釘子長度= 50mm(2 in.) 標準差 1.1 1.0 (請先閱讀背面之注意事項再填寫本頁)Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 V. Description of the invention () Volcanic ash can be used for various construction products. There are different proportions of hydraulic construction products. They all have more adhesives, aggregates, volcanoes, Uses (U additives to achieve ^ known walls, roofs, decoration, lining boards for magnetic monument substrates, /, exposed bottom surface, temples) < excellent properties. It can be added at a ratio of seven t π j r% to a person's mountain ash Γ depending on the required use to make changes. One winter has about 5Q / β η 〇 / a better composition package "'about 0%' 10% additives and about 2% -50% of volcanic ash. A special example containing a typical composition of volcanic ash is as follows: Portland Cement (bonding agent) 28% silica sand (aggregate) 54% celluloid (fiber) 7% metal hydroxide (additive) 4% pozzolan (low-level, low-density additive) γ% The cement and silica sand should preferably have 2%. The fineness index of 0 to 45 mVkg. The fineness index for both cement and silica sand is tested according to the specifications of ASTM C204. These materials can be obtained from traditional methods known to those familiar with this technology. The liquid mixture or cement slurry transforms into a shaped, non-strength article, such as: * Hatschek version manufacturing method; Spring Mazza tube manufacturing method; φ Magnani manufacturing method; • injection molding; • extrusion; Page 10 This paper size applies to Chinese National Standard (CNS) A4 (210 X 297 mm) --------! Loading ------ (Please read the precautions on the back before filling this page ) Order --------- ring A7 1238814 ____B7___ 5. Description of the invention ( • hand 1 ay-up; • template method (mo 1 di ng); • casting method (cas ti ng); • filter pressing method; ♦ flow on machine ), Roll forming, etc. With or without post extrusion. The steps and parameters used to complete the final product using the Hatschek method are described in Australian Patent No. 5 1 5 1 5 1. This material is preferably pre-cured to 80 Hours, preferably 24 hours or less, to allow this proportion to set and set. Then the material is cured in the atmosphere (about 28 days), or preferably filled with steam at 120 to 180 ° C. The high temperature and high pressure furnace is cured for 3 to 30 hours, the best condition is 24 hours or less. The choice of curing time is determined by the proportion, the manufacturing method and the shape of the article. Test density and workmanship The addition of pozzolan to fiber cement materials can reduce the density at an economical price and improve the overall workability. At the same time, the addition of typical low-density additives has also been observed to reduce the water expansion rate. Pozzolan-added products are lighter and therefore easier to handle. , Fix and draw the line to cut into the desired Add the proportion of volcanic ash while reducing the cracks and fragments generated when the nail is close to the edge of the plate (such as 3 / 8_3 / 4 ,, etc.) β The following table 丨 and table 2 describe the FRC ratio and these ratios The test results have more particularly demonstrated the advantages of adding pozzolan to reduce density and improve workability. Table 1-Table 2 Test result ratio Page 11 ------------ --- (Please read the precautions on the back before filling and writing this page) ϋ ϋ n ϋ a-β ' H ϋ 1 ϋ I ϋ ϋ I · Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economy 1238814 A7 B7 V. Description of the invention () Proportion type _____ ____ ____ Round __1_ Expansion fire. ': Mountain Ash Cement_Round_ Low Fiber Density-Additive B 28. 7 60. 3 7. 0 4. 0 K 28. 7 52. 8 7. 0 4. 0 7. 5 Comparison test method of adding volcanic ash characteristics_ 恋 _ | __; 丨 :: | __ ^ ____ 丨: |; 丨;: | _ | _ | _ ^^^ III Round ^ Control group without low-density zeolite furnace Density (g / cm3) 1.11 1. 34 Nail penetration depth 3 (balanced) 2 Length of nail material mm 45. 4 33. 0 Nail length = 50mm (2 in.) Standard deviation 1.1 1.0 (Please read the back first (Notes to fill out this page)

經濟部智慧財產局員工消費合作社印製 1控制組配比B之骨材7. 5wt. %在配比K中已被7. 5%之火 山灰所取代。 2平衡狀態-試樣處在一個控制的大氣環境73±4 °F溼度 5 0±5%。釘入深度試驗請參考下述文字之定義及敘述。 3釘入深度試驗請參考下述文字之定義及敘述。 上述第2表比較了添加及未添加火山灰10”x 10”濾網 擠壓標準版之試驗結果。標準版是將所需之配比以Hobart 第12頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) 1238814 Α7 Β7 五、發明說明() 攪摔桶混合形成均質水泥漿而製造。接著將此水泥漿置於 兩片鋼製濾水版間使用Wabash Press (model # PC-75-4TM) 以3500psi加壓一分鐘而形成一整塊之平版。此水泥漿在 其下方以鋼絲濾網(30到40US網目)支撐並且在水泥漿上 方在鋼模内混合攪拌。此整塊平版接著需預先養護約12 小時並且在150°C充滿蒸氣之高溫高壓爐中養護約12小 時。 在第2表中,添加7 · 5 w t. %火山灰的配比K與控制組 未加火山灰之相同配比B比較之下,配比K將密度從1.34 g/cm3降到1· 11 g/cm3約π%。相同配比在此是被定義為 其中之低密度添加劑(如火山灰)被相同比例之黏結劑、骨 材與/或添加劑所取代,而最好是以相同比例之骨材加以 取代。密度降低同時也改善了釘入的能力,或是更容易將 釘打入版中。試驗結果顯示釘入深度從33· 0min增加到 45.4 mm,其中50 mm表示釘子的長度也因此是釘入的最大 深度。釘入深度試驗包括使用一 Pasl〇de Impulse®免插電 式設備槍(正向配置)來釘入一層疊的版以確認前後一致 的釘入壓力。此層疊之版一般是以1/4—1/2”厚的版相疊成 比釘子長度(2 in·或50mm)還大的高度。使用Sene o6d鍍 鋅平頭釘(part #GC21AABN)。 因此在一實施例中與一密度約1· 3 g/Cm3之典型建築 平版比較,上述之建築材料配比造成一最終製品之密度小 於1· 2 g/cm3。更好的是,於建築材料配比中添加火山灰 最好能調整使最終製品之密度為1· 2 g/cm3或更低,或與 第13頁 本紙張尺度適用中國國家標準(CNS)A4規格(21() χ 297公^ 〜 ------ (請先閱讀背面之注意事項再填 裝 寫本頁) Γ ϋ 1 n ^ t 0 t n an ϋ ϋ 1· fl-- 言 經濟部智慧財產局員工消費合作社印製 1238814 A7 B7 五、發明說明() ^〜 無火山灰 < 相同配比相較能降低i 〇%或更多之密度。更進 一步考慮添加更多的火山灰能進一步降低建築製品之& 度。 遗 崩濕#1乾笔穩定唐一 添加傳統密度改良劑已養護完成之纖維水泥配比與 沒有低密度添加劑之FRC配比相較之下在增加部分重量的 基礎下有較高之水分膨脹率及較高的水分吸收率。第—個 實施例超越先前技術之一個優點為添加火山灰能達到所 需的治、度及工作性,並較其他傳統低密度添加劑在引入一 個相似重量比例基礎之上有更低之水分膨脹率。潮濕到乾 燥尺寸穩定度在已安裝建築製品之品質及耐久性而言是 必須的’特別是在遭受嚴厲氣候變化之戶外應用上。好的 尺寸穩疋度可減小任何在建築物嵌版或厚版之平版或長 度間所裂開的缺口。好的尺寸穩定度也可減少在尺寸變化 喪版或厚版及製品緊固之支撐構架間因逐漸生成之應力 而造成版裂縫的可能性。 下列第3表及第4表說明FRC配比及這些配比之試驗 結果’更特別的是說明了添加火山灰降低密度的優點而同 時在一相同重量的基礎上添加其他低密度添加劑而減小 水分膨服率。 第3表-第4表試驗結果之配比 K比種類 波特蘭 穸砂 - ^ 赛碟珞 金屬氫 :、 , 乂、〆 ' 、S、、 s xs 、 膨脹珍 :'、、、:、、、、^ 丨縴丨::義!麵1:議_龜:::讎1馨藏義潑賴1麵:: __________麵^ 、1處 勢 、 、 、 S ^ 、办、 - mm- 第u頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) {請先閱讀背面<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制πPrinted by the Consumers' Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs. 1 Control group with a ratio B of 7. 5wt.% In ratio K has been replaced by 7.5% of fire mountain ash. 2 Equilibrium state-the sample is in a controlled atmosphere 73 ± 4 ° F humidity 50 ± 5%. Please refer to the definition and description of the following text for the penetration depth test. 3 Please refer to the definition and description of the following text for the penetration test. Table 2 above compares the test results of the standard version with and without pozzolan 10 ”x 10” filter extrusion. The standard version is based on Hobart on page 12. The paper size applies the Chinese National Standard (CNS) A4 (210 X 297 mm) 1238814 Α7 Β7 V. Description of the invention () Mixing the bucket to form a homogeneous cement slurry While manufacturing. This slurry was then placed between two steel filter plates using Wabash Press (model # PC-75-4TM) at 3500 psi for one minute to form a monolithic plate. The grout is supported by a wire mesh (30 to 40 US mesh) underneath and mixed in a steel mold above the grout. This entire lithographic plate is then pre-cured for about 12 hours and cured in a steam-filled high-temperature and high-pressure furnace at 150 ° C for about 12 hours. In Table 2, the proportion K of volcanic ash added with 7 · 5 w t.% Is compared with the same proportion B of volcanic ash not added to the control group. The proportion K reduces the density from 1.34 g / cm3 to 1.11 g. / cm3 is about π%. The same ratio is defined here as the low-density additive (such as pozzolan) replaced by the same proportion of binder, aggregate and / or additive, and preferably replaced by the same proportion of aggregate. Decreasing the density also improves the ability to nail, or makes it easier to drive nails into the plate. The test results showed that the penetration depth increased from 33.0 min to 45.4 mm, where 50 mm indicates that the length of the nail is therefore the maximum depth of penetration. The penetration depth test included the use of a Paslode Impulse® plug-inless equipment gun (forward configuration) to drive a stacked plate to confirm consistent penetration pressure. This laminated version is generally stacked with a 1 / 4-1 / 2 "thick plate to a height greater than the nail length (2 in. Or 50mm). Use Sene o6d galvanized flat head nails (part # GC21AABN). Therefore In one embodiment, compared with a typical building lithography with a density of about 1.3 g / Cm3, the above-mentioned ratio of building materials results in a final product having a density of less than 1.2 g / cm3. More preferably, The addition of volcanic ash to the ratio is best to adjust the density of the final product to 1.2 g / cm3 or lower, or to comply with the Chinese National Standard (CNS) A4 specification (21 () χ 297 mm) in accordance with the paper size on page 13. ------ (Please read the precautions on the back before filling and writing this page) Γ ϋ 1 n ^ t 0 tn an ϋ ϋ 1 · fl-printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 A7 B7 V. Description of the invention () ^ ~ No volcanic ash < Compared with the same proportion, it can reduce the density of i % or more. Further considering the addition of more volcanic ash can further reduce the & degree of building products. # 1 Dry pen stability Tang Yi added the traditional density improver to the finished fiber cement ratio and no Compared with the FRC ratio of the density additive, it has a higher water expansion rate and a higher water absorption rate on the basis of increasing the weight. An advantage of the first embodiment over the prior art is that the addition of pozzolan can achieve the required It has lower moisture expansion rate than other traditional low-density additives on the basis of introducing a similar weight ratio. The moisture-to-dry dimensional stability is in terms of the quality and durability of the installed building products. It is necessary ', especially in outdoor applications that are subject to severe climate change. Good dimensional stability can reduce any gaps that break between building panels or thick plates or lengths. Good dimensional stability It can also reduce the possibility of plate cracking due to the gradual stress generated between the dimensional change or the thick plate and the supporting frame that the product is fastened. The following Tables 3 and 4 explain the FRC ratio and the test of these ratios The result 'is more special to explain the advantages of adding volcanic ash to reduce density while adding other low density additives on the same weight basis to reduce water swelling Table 3-Table 4 Test results K ratio Type Portland 穸 沙-珞 赛 珞 珞 Metal hydrogen :,, 乂, 〆 ', S ,, s xs, Expansion treasure:' ,,,: 、、、、 ^ 丨 Fiber 丨 :: 义! 面 1: Discussing_Turtle ::: 雠 1 Xinzang Yipolailai 1: __________ face ^, 1 position,,, S ^, office,-mm -Page u The paper size applies to the Chinese National Standard (CNS) A4 (210 X 297 mm) {Please read the back page < Precautions before filling out this page} Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairsπ

1238814 A7 B71238814 A7 B7

、,私岭#美 -· ^ H舞明r :壚乾密 !__纖_義議寒顏ill議丨 度 (g/cms> 水分膨、脹 B2 控制組-無 LDA 1. 33 0· 18土0· 0 2 K3 7· 5%火山灰 1. 11 0· 17土0· 0 2 L 珍珠岩 1. 22 0· 22±0. 0 2 :出較控;棘粗 _________議瞧^ 之水分蒙麻 水分膨服率為製品從飽和到爐乾狀態下之長度變化。水 .5· 22. 分膨脹率%之變化公式為: 長度初始一長度 長度 -χ1 00 (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費合作社印製 此較佳實施例之整個描述均將配比B當作控制組。然而, 當沒有一個試樣包含配比B而被使用於所有試驗時,詞 任何一個試樣將會在其試驗結果中發現標稱差異。 控制組配比B之骨材7. 5wt. %在配比κ中已被7· 5%之火 山灰所取代。 第15頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) n-i ϋ— .,, 私 岭 # 美-· ^ H Maiming r: Dry and dense! __ Fiber_ Yi Yi Han Yan Yi Yi 丨 Degree (g / cms > Water swelling, swelling B2 control group-no LDA 1. 33 0 · 18 soil 0 · 0 2 K3 7 · 5% volcanic ash 1. 11 0 · 17 soil 0 · 0 2 L perlite 1. 22 0 · 22 ± 0. 0 2: Out of control; rough _________ The moisture swelling rate of the water is the length change of the product from saturation to the oven dry state. The change formula of water. 5. · 22. sub-expansion rate% is: length initial one length length-χ1 00 (Please read the back Note: Please fill in this page again.) The entire description of this preferred embodiment, printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs, considers ratio B as the control group. However, when no sample contains ratio B, it is used in In all tests, any one of the samples will find a nominal difference in its test results. The aggregate B in the control group of 7. 5wt.% Has been replaced by volcanic ash in the proportion of κ. Page 15 This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) ni ϋ—.

經濟部智慧財產局員工消費合作社印製 1238814 五、發明說明() 上述第4表顯示了 ι〇,,χ1〇,,濾網擠壓標準版比較添加 7· 5wt· %之火山灰及5. 0%珍珠岩(由Harborlite公司提供 义Harbor lite 2000)及典型低密度添加劑配比之試驗結 果。配比L有5. 0%之珍珠岩與控制組在水分膨脹率之比較 增加了 2 2 · 2 % ’而加有7. 5 %火山灰之配比κ與控制組在水 分膨脹率之比較顯示其降低超過5〇/〇。 因此,添加火山灰比在相同或較低重量比例添加劑之 典型欲度改良劑提供了較佳的尺寸穩定度。在相對於傳統 低密度添加劑有著相同或較高之火山灰可使其達到降低 密度及較佳工作性的特質。 更好的是可以調整火山灰的添加量來顯示與無火山 灰之相同配比比較時在水分膨脹率些微的差異。在一實施 例中,與相同配比沒有添加火山灰所製成之建築製品來比 較,火山灰的添加將增加最終製品之水分膨脹率低於 2 0%,而更好的是減少最終製品之水分膨脹率。在一較佳 實施例中,由含有火山灰配比所製成之建築製品其水分膨 脹率約為0 · 1 7 %或更低。 2· 篇二實施例-中空陶微蜂艚 本發明之第一個貫施例包含了添加中空陶微球體於 水泥赛璐珞纖維強化建築材料中。此中空陶微球體之第二 貫施例將優於包含火山灰之第一實施例,因為在fRC材料 中添加微球體擁有更佳的抗水性並結合其他耐久性優 點’包括有抗/東融能力、及熱尺寸穩定度。將可了解此第 二貫施例之較佳實施例並非受限於這些微球體或建築材 第16頁 本紙張尺度適用中國國豕標準(CNS)A4規格(210 X 297公爱) _Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 V. Description of the invention () The above table 4 shows ι〇, χ1〇, the standard version of the filter extrusion is compared with the addition of 7.5wt ·% of volcanic ash and 5.0 Test results of% perlite (Harborlite 2000 provided by Harborlite) and typical low-density additives. The ratio of 5.0% of the perlite with L in the control group and the control group in the water expansion rate increased by 2 2 · 2% 'and the ratio of κ with 7.5% volcanic ash and the control group in the water expansion rate showed It is reduced by more than 50/0. Therefore, the addition of typical desire modifiers with pozzolan ratio additives at the same or lower weight ratios provides better dimensional stability. Compared with traditional low-density additives, the same or higher volcanic ash can make it achieve the characteristics of reduced density and better workability. Even better, the amount of volcanic ash added can be adjusted to show a slight difference in water expansion rate when compared with the same ratio of volcanic ash-free. In one embodiment, compared with building products made without adding volcanic ash in the same proportion, the addition of volcanic ash will increase the water expansion rate of the final product to less than 20%, and it is better to reduce the water expansion of the final product. rate. In a preferred embodiment, a building product made from a composition containing pozzolan has a water expansion rate of about 0.17% or less. 2. Chapter Two Embodiments-Hollow Pottery Microbees The first embodiment of the present invention includes adding hollow pottery microspheres to cement celluloid fiber reinforced building materials. The second embodiment of this hollow ceramic microsphere will be better than the first embodiment containing pozzolanic because adding microspheres in the fRC material has better water resistance and combines other durability advantages. , And thermal dimensional stability. It will be understood that the preferred embodiment of this second embodiment is not limited to these microspheres or building materials. Page 16 This paper size applies to China National Standard (CNS) A4 (210 X 297 public love) _

A7 1238814 五、發明說明() 料型式。因此,其他型式之填充物及建築材料也可被考 慮。A7 1238814 V. Description of the invention () Material type. Therefore, other types of fillers and building materials can also be considered.

微球體可以是天然的、合成的或一副產品。此材料可 以疋結日日型式的但一般為非結晶型式或玻璃。微球體之一 個較佳的形式為中空陶微球體,一般被稱做聚合球體。聚 合球體是一種煤灰副產品,一般是藉由漂浮法來從飛灰分 離出來,此法可使球體浮在來自淨化機、池塘或水池而來 之水面上。此微球體可得自產品如Extendospheres@、Microspheres can be natural, synthetic, or a by-product. This material can be finished in a day-to-day type but is usually an amorphous type or glass. One of the preferred forms of microspheres is hollow ceramic microspheres, which are generally called polymeric spheres. Polymeric spheres are a by-product of coal ash. They are generally separated from fly ash by the float method, which allows the spheres to float on water from a purifier, pond or pond. This microsphere is available from products such as Extendospheres @,

Recyclospheres®及Zeeospheres⑧,並且可得自下列供應 商:PQ Corporation of Chattanooga, Tennessee; ZeelanRecyclospheres® and Zeeospheres (R), and are available from the following suppliers: PQ Corporation of Chattanooga, Tennessee; Zeelan

Industries Inc. /3M of St. Paul, Minnesota; SphereIndustries Inc. / 3M of St. Paul, Minnesota; Sphere

Service, Inc· of Oak Ridge, Tennessee;及 AdvancedService, Inc. of Oak Ridge, Tennessee; and Advanced

Cement Technologies (A. C· T. ) of Blaine,―gt〇n。 此微球體典型之粒子大小範圍約從ι2到3〇〇 microns ’中等粒子大小範圍約從8〇到ι2〇 。這 I f 些大小當然可在試樣間加以變化。較佳之微球體一般含有 約 6 2-65%之3丨〇2、約 23-26%之八12〇3及約3.0-4.0%之Cement Technologies (A.C.T.) of Blaine, gtgt. The microspheres typically have particle sizes ranging from ι2 to 300 microns, and medium particle sizes ranging from 80 to ι20. These sizes can of course be changed from sample to sample. The preferred microspheres generally contain about 6 2-65% 3 2 0 2, about 23-26% 8 2 0 3 and about 3.0- 4.0%

FeW3。當將其導入建築材料中時,在材料中之微球體導入 毛細孔不太容易充滿水,因為有較低的飽和質量、改良的 潮濕到乾燥尺寸穩定度及改良的抗;東融能力而對材料是 有好處的。 第一實施例之一個較佳配比包含有水硬黏結劑、骨 材纖維、中2陶微球體及添加劑。將可了解到此第二實 犯例芡較佳配比的各種成分可以包含在上述第一實施例 297公釐) 本紙張尺—財 經濟部智慧財產局員工消費合作社印製 1238814FeW3. When it is introduced into building materials, the microspheres introduced into the pores of the material are not easy to be filled with water, because of the lower saturation quality, improved humidity to dry dimensional stability and improved resistance; The materials are good. A preferred ratio of the first embodiment includes a hydraulic binder, aggregate fiber, medium 2 ceramic microspheres, and additives. It will be understood that this second actual case: various components with better proportions can be included in the above-mentioned first embodiment (297 mm). This paper rule—printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814

五、發明說明() 中每一種成分所列&lt;任何一種材料。此材料同時也可藉由 在第一實施例中所列及敘述之數種傳統方法與養護狀況 來製造。如果適用的話,原料、過程、步驟或狀況都類似 於第一實施例的部分。 此微球體可以使用在各種不同之建築製品,所有建築 製品擁有不同比例之水硬黏結劑、骨材、微球體及添加劑 以得到特殊用途(例如牆壁、屋頂、裝潢、屋頂暴露底面、 磁碑襯底用之襯板等)之最佳特性。一較佳之組成包含了 約5%-8 0%之波特蘭水泥、約〇%-80%之矽砂、約4· 1%_15% 之赛璐珞、約0%-10%之添加劑及約2%-90%之微球體。一 個含有微球體典变配比之特殊例子如下: 波特蘭水泥(黏結劑) 28.7% 碎砂(骨材) 50.3% 赛璐珞(纖維) 7% 金屬氫氧化物(添加劑) 40/〇 微球體(低密度添加劑) 10% 我們可了解到微球體之比例可視應用所需而加以變 化。例如,高微球體添加比例(到達約9 0 w t · %)可適用於需 要某些抗火等級型式之建築材料及系統。高微球體添加量 提供低熱乾縮之材料。 試驗結果 密度 以微球體降低密度改善了較厚製品之整體工作性而 無損纖維水泥製品所提供關於耐久性(也就是尺寸穩定度) 第18貫 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐)V. Description of the Invention Each component listed in the () <any material. This material can also be manufactured by several conventional methods and maintenance conditions listed and described in the first embodiment. The raw materials, processes, steps or conditions are similar to those of the first embodiment, if applicable. This microsphere can be used in a variety of different construction products. All construction products have different proportions of hydraulic binders, aggregates, microspheres and additives for special purposes (such as walls, roofs, decoration, exposed bottom surfaces of roofs, magnetic stele linings). Bottom liner, etc.). A preferred composition includes about 5% to 80% of Portland cement, about 0% to 80% of silica sand, about 4.1% to 15% of celluloid, about 0% to 10% of additives, and about 2%. % -90% of microspheres. A special example of the typical mixing ratio of microspheres is as follows: Portland cement (binder) 28.7% sand (aggregate) 50.3% celluloid (fiber) 7% metal hydroxide (additive) 40 / 〇 microsphere ( Low density additive) 10% We know that the proportion of microspheres can be changed depending on the application. For example, high microsphere addition ratios (up to about 90 w t ·%) can be applied to building materials and systems that require certain types of fire resistance. High microsphere addition provides materials with low heat shrinkage. Test results: The density is reduced by microspheres, which improves the overall workability of thicker products without damaging the durability (ie, dimensional stability) provided by fiber cement products. The 18th paper standard applies to China National Standard (CNS) A4 specifications ( 210 X 297 mm)

12388141238814

五、發明說明() 及結構元整性之優點。這些特性對於厚度在3 / §,,以上之製 品特別有好處。添加微球體之製品更輕因此更容易操作。 第二,添加微球體之製品更容易固定及畫線/切斷成所需 之尺寸。再者,微球體配比減少了當靠近版邊緣(如3/8-5/8”)釘釘子時所產生的裂痕或碎片。 下列第5及第6表顯示FRC配比及試驗詰果’更特別 的是說明了配比添加微球體改善密度及工作性的優點。 i 裝 (請先閱讀背面之注意事 填寫本頁) έι· 經濟部智慧財產局員工消費合作社印製 試胯方法 1囊_義_:編减 配比A1 10% 微球髗 蘇比B 技制组 無抵*皮亨 密度 1. 16 1. 39 (平衡狀態)2 (g/cm3) 釘入深度(平衡狀態) 釘子釘入材料之長度mm 47. 0 31· 7 -^--- 第19頁5. Description of the invention () and the advantages of structural element integrity. These characteristics are particularly beneficial for products with thicknesses above 3 / §. Microsphere-added products are lighter and easier to handle. Second, microsphere-added products are easier to fix and line / cut to the required size. Furthermore, the ratio of microspheres reduces cracks or fragments generated when nails are close to the edge of the plate (such as 3 / 8-5 / 8 ”). Tables 5 and 6 below show the FRC ratio and test capsules' More specifically, it explains the advantages of adding microspheres to improve density and workability. I Packing (please read the notes on the back and fill in this page) _Meaning_: Reduce the mix ratio A1 10% Microsphere 髗 Subi B Technical group does not arrive * Pichen density 1. 16 1. 39 (balanced state) 2 (g / cm3) penetration depth (balanced state) nails Length of nailing material mm 47. 0 31 · 7-^ --- Page 19

第5表-筮β矣鈕验妹軍女献,比 :配比種類 Ιβ__Ι議纏i!議議_1_!圍^ __ι· __議議_自:丨議1議丨11__;:_1_:圍議_義 ___________議 波特蘭 '永泥 硬砂 1___圓_1 議藝1議III議議______ _^^__議___ 赛潞珞 _|隸讓讓議戀II麵議__||^^; ‘ , 圓圓 H化物 微球髖: 、… V 水硬▲ 二::: 結瓤 骨材 - 、、,’’ 擊襲攀瞻丨 纖維 __1__1議_誦__戀議議1 弟加料 Ι___ΐ^^__ΙΙ _Ι^β__ __! 添加劑 Β 28. 7 60. 3 7. 0 4. A 28. 7 50. 3 7. 0 4. 〇, 10. 0 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公爱) 1238814 A7 B7 五、發明說明( 釘子長度=50mm(2 in.) 標準差 0· 9 1. 4 1在配比A中1 〇%之微球體已取代在控制組配比b中10% 之骨材。 2平衡狀態-試樣處在一個控制的大氣環境7 3±4 T澄度 50±5% 〇 第6表顯示了對配比A及B由Hatschek.製造3,χ5, 版之試驗結果。添加1 〇 w t · %微球體之配比Α當與一相同配 比而無微球體之配比B比較時,將密度從1 · 3 9 g/cm3降低 至1· 16 g/cm3約15%左右。除此之外,將釘打入版中之容 易度也獲得改善。試驗結果顯示釘入深度從3 1 · 7mm增加 到47· 0mm,其中50mm表示釘子的長度也因此是釘入的最 大深度。 整體說來,標準型式及由試拌所製造之製品的試驗已 經顯示每增加1 0 %之微球體便會降低約1 5 %之密度並明蔡員 改善釘入程度。因此,微球體之添加在與無添加微球體相 同配比之比較下可有效的被使用來降低FRC建築材料之密 度超過15%,甚至更好是超過30%。本發明者考慮添加微 球體將材料密度降低到〇. 9 g/cm3 (見下列第1〇表),甚t 最好是低到約0. 5 g/cm3。 潮濕到乾燥尺寸之穩定麼 如較早所述,添加傳統密度改良劑已養護完成之纖維 水泥配比在部分重量增加之基礎上擁有較大之水分膨騰 率及較大之吸水率。此較佳實施例超越先前技術之優點就 第20頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) (請先閱讀背面之注意事項再填寫本頁} · an n i I 1 n l_i ^ 0«. · ϋ —i I in a— nTable 5-筮 β 矣 button examination of the girl army girl, ratio: Matching type Ιβ__Ι Discuss i! Discuss_1_! Wai ^ __ι · __ Discuss_from: 丨 Discuss1_11 __;: _ 1_ :: Negotiation _ Righteousness ___________ Negotiations Portland 'Yongni Hard Sand 1 ___ Round_1 Negotiation Arts 1 Negotiation III Negotiations ______ _ ^^ __ Negotiations 潞 珞 | | 让 Let Ran Yilian II face议 __ || ^^; ', Round H compound microsphere hips:, ... V hydraulic ▲ Ⅱ :: scabby bone--,,,,,,,,,,,,,,,,,,,,, and 丨 fiber__1__1 议 _chant_ _ 恋 议 议 1 Brother added Ι ___ ΐ ^^ __ ΙΙ _Ι ^ β__ __! Additive B 28. 7 60. 3 7. 0 4. A 28. 7 50. 3 7. 0 4. 〇, 10. 0 This paper size applies Chinese National Standard (CNS) A4 specification (210 X 297 public love) 1238814 A7 B7 V. Description of the invention (nail length = 50mm (2 in.) Standard deviation 0 · 9 1. 4 1 in the proportion A of 10% The microspheres have replaced 10% of the aggregate in the control group ratio b. 2 Equilibrium state-the sample is in a controlled atmospheric environment 7 3 ± 4 T clarity 50 ± 5% 〇 Table 6 shows the comparison ratio Test results of A and B manufactured by Hatschek. 3, χ5, version. The ratio of the addition of 10wt.% Microspheres A should be the same as the one without microspheres. When the ratio B is compared, the density is reduced from 1.39 g / cm3 to 1.16 g / cm3 by about 15%. In addition, the ease of driving nails into the plate is also improved. Test results It shows that the penetration depth has increased from 3 1 · 7mm to 47.0mm, where 50mm indicates the length of the nail and therefore the maximum depth of the penetration. Overall, the tests of the standard type and the products made by the trial mixing have shown that each increase 10% of the microspheres will reduce the density by about 15% and Ming Cai will improve the nail penetration. Therefore, the addition of microspheres can be effectively used to reduce FRC under the same ratio of the addition of microspheres The density of building materials is more than 15%, and even better is more than 30%. The inventors considered the addition of microspheres to reduce the material density to 0.9 g / cm3 (see Table 10 below), and it is even better that t is as low as About 0.5 g / cm3. Is the moisture-to-dry size stable? As mentioned earlier, the proportion of fiber cement that has been cured with the addition of traditional density modifiers has a larger water-swelling rate based on part of the weight increase. Larger water absorption. This preferred embodiment is superior to the prior art Click on page 20 This paper size applies the Chinese National Standard (CNS) A4 (210 X 297 mm) (Please read the precautions on the back before filling out this page} · an ni I 1 n l_i ^ 0 «. · Ϋ —I I in a— n

經濟部智慧財產局員工消費合作社印製 A及B在上述之第5表中。 第 7老 、 ~未添加微球體之水分膨脹率比較Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A and B in Table 5 above. Comparison of the water expansion rate of the 7th old and ~ without added microspheres

經濟部智慧財產局員工消費合作社印製 1238814 五、發明說明( 是添加微球體可隆 坪低贫度但從潮濕到乾燥過 加水分膨脹率。卟姐、 狂甲不會增 是有用的。 、前述第-個實施例所提到幾個理由 下列第了矣 _ 顯示了對有無微球體由Hatschek製造 3 X 5版之喊驗辞要 ° 〜加1 〇 %微球體之配比八與無微球體 之配比B比較可維丛 、、’侍’或者更好是降低水分膨脹率。配比 試梟方·汝二、〜::广:v~’ ^ ^ 水分膨脹率 —^~-___0· 15土見· 02 0· 16±0· 02 一 1在配比A中1 〇%之微球體已取代在控制組配比b中1 〇% 之骨材。 2平衡狀態_試樣處在一個控制的大氣環境7 3±4下溼度 50±5〇/〇。 下列第8-10表顯示10”xl0”濾網擠壓製成之標準版 之配比及試驗結果並比較微球體與不增加水分膨脹率之 傳統密度改良劑。傳統密度改良劑包括有低容積密度之矽 第21頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐)Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 V. Description of the invention (It is the addition of microspheres Klong Ping low poverty but from moisture to dry over moisture expansion rate. It is useful to increase porcupine and mad armor. Several reasons mentioned in the aforementioned first embodiment are as follows. The following shows the answer to the presence or absence of microspheres manufactured by Hatschek 3 X 5 Edition. ° ~ Add 10% of the proportion of microspheres. The ratio B of the sphere is more dimensional, or 'sufficient' or better to reduce the rate of water expansion. The test of the ratio Fang · Ru II, ~ :: 广: v ~ '^ ^ Water expansion rate-^ ~ -___ 0 · 15 Tomi · 02 0 · 16 ± 0 · 02-1 10% of the microspheres in the proportion A has replaced 10% of the aggregate in the control group proportion b. 2 Equilibrium state_ The sample is in one Controlled atmospheric environment 7 3 ± 4 Humidity 50 ± 50 / 〇. The following Tables 8-10 show the standard version and test results of a standard version made by extruding a 10 ”× 10” filter and compare the microspheres with no increase Traditional density improver for water expansion rate. Traditional density improver includes silicon with low bulk density. Page 21 This paper applies to China Home Standard (CNS) A4 size (210 X 297 mm)

1238814 A7 ___B7 __ 五、發明說明() 經濟部智慧財產局員工消費合作社印製 之膨脹率 配比種類 配比說明 平衡密度1 水分膨脹率Ji (0οιαή —--^ B 控制組 1.41 〇. 162±0. 02 ____-—— -—-—〜 F2 5. 0%低容積密 1· 27 〇· 188土0· 02 度CSH ___________ J 平衡狀態-試樣處在一個控制的大氣環境73±4°F凌度 第22頁 酸鈣水化物(CSH)、及膨脹聚苯乙晞、蛭石、珍珠岩、頁 岩或黏土。 第8表-第Θ表及第1 〇表試驗結果之配比 紙Λ種類 波特 矽砂 1β_ ill* 微球 膨脹珍 i':' , :蘭水 圍 氟氧 髗 珠岩 泥 化物 丨攀由麵靜※鑛这雛欲義鐵懸籍鐵孩綠 ____ 骨材 ___ 低密 _____ 低密度 黏結 |圍_ 度添 添加浙 添加劑 \ 劑 加劑 B 28· 7 60. 3 7. 0 4. 0 C 35. 2 52. 8 8. 0 4. 0 D 26. 8 40. 2 8. 0 25. 0 E 26. 8 40· 2 8. 0 25. 〇 F 28. 7 55· 3 7. 0 4. 0 5.0 ----—. 下列第9表之資料顯示一傳統低密度添加劑,低容積 密度CSH(Cei i te Corp.之Si lasorb)以5°/。的添加量與控制 組配比B比較而增加其水分膨脹率。 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) 12388141238814 A7 ___B7 __ V. Description of the invention () Expansion rate ratio printed by the Intellectual Property Bureau of the Ministry of Economic Affairs, Consumer Cooperatives, Types of Expansion Ratio, Proportion Description Balanced Density 1 Moisture Expansion Rate Ji (0οιαή --- ^ B Control Group 1.41 〇. 162 ± 0. 02 ____-—— -——-— ~ F2 5. 0% low bulk density 1. 27 〇 188 soil 0 02 degrees CSH ___________ J equilibrium state-the sample is in a controlled atmosphere 73 ± 4 ° F Ling degree page 22 calcium acid hydrate (CSH), and expanded polyacetophene, vermiculite, perlite, shale or clay. Table 8-Table Θ and Table 10 Matching paper test results Λ Type Porter silica sand 1β_ ill * Microsphere expansion i ':',: Lanshuiwei Fluoroxanite Pearlite Slime 丨 Panyou Mianjing ※ The mine is a young iron iron suspended iron iron child green____ Bone material_ __ Low density_____ Low-density bonding | Wait_ Addition of Zhejiang additives \ Additives B 28 · 7 60. 3 7. 0 4. 0 C 35. 2 52. 8 8. 0 4. 0 D 26. 8 40. 2 8. 0 25. 0 E 26. 8 40 · 2 8. 0 25. 〇F 28. 7 55 · 3 7. 0 4. 0 5.0 ----—. The following table 9 shows System low density additive, low bulk density CSH (Si lasorb of Ceite Corp.) at 5 ° /. Compared with the control group ratio B to increase its water expansion rate. This paper size applies Chinese national standards (CNS ) A4 size (210 X 297 mm) 1238814

五、發明說明() 經濟部智慧財產局員工消費合作社印製 50土5% 。 在配比F中5%之低容積密度csh已取代在控制組配比B 中5%之骨材。 下列第1 0表比較兩個有著相同配比基礎,其中一個 添加25wt· %之微球體而另一個添加25wt. %之珍珠岩 (Aztec Perlite之Aztec XX)。珍珠岩與微球體二者之配 比從控制組配比C之密度1· 3 g/Cm3降低到〇. 9 g/cm3左 右,但水分膨脹率在珍珠岩配比是增加的而微球體配比是 減少的。 第10表-微球體與珍珠岩之膨脹率比較 lililliii讓i擊難I .丨_丨.丨.i..u. ...I........................................................................·η 配比種類^ _____釀 llilllllpIlilliPW 轉兹錄效丨:¾緣鑛资:於释::興餘羯綠::翁:¾½:丨:丨:较. 平衡t度1 (g/c^). )來分_脹爭達 C 控制組 1. 31 0· 230±0· 02 D2 2 5%微球體 0.90 0· 202±0· 02 E2 2 5 %珍珠岩 0. 89 0· 275±0· 02 平衡狀態-試樣處在一個控制的大氣環境7 3±4 °F溼度 50土5% 〇 控制組配比C之骨材及水硬黏結劑二者在配比D及E 已被微球體所取代。 因此,在纖維水泥配比中添加微球體有維持或降低最 終製品水分膨脹率之影響。更好的是能調整微球體添加量 當與無微球體之相似配比比較時降低約5 %之水分膨脹 率,最好能達10%以上。 抗凍融能力 第23頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公髮) (請先閱讀背面之注音?事項再填寫本頁)V. Description of the invention () Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 50% 5%. A low bulk density csh of 5% in the proportion F has replaced the 5% aggregate in the control group B. The following Table 10 compares two with the same proportion basis, one of which is added with 25wt ·% microspheres and the other is added with 25wt.% Perlite (Aztec XX by Aztec Perlite). The ratio of perlite and microspheres is reduced from the control group ratio C density of 1.3 g / Cm3 to about 0.9 g / cm3, but the water expansion rate is increased in the perlite ratio and the microspheres are The ratio is reduced. Table 10-Comparison of the expansion rates of microspheres and perlite lillilliii makes it difficult for i to attack I. 丨 _ 丨. 丨 .i..u. ... I ............... ........................................ ....... · η Proportion types ^ _____ stuffing llilllllpIlilliPW Reposted record 丨: ¾ edge mineral resources: Yu release :: Xing Yu 羯 green :: Weng: ¾ ½: 丨: 丨. Balance t Degree 1 (g / c ^).) To divide_Expansion C Control Group 1. 31 0 · 230 ± 0 · 02 D2 2 5% Microsphere 0.90 0 · 202 ± 0 · 02 E2 2 5% Perlite 0 89 0 · 275 ± 0 · 02 Equilibrium state-the sample is in a controlled atmospheric environment 7 3 ± 4 ° F humidity 50 soil 5% 〇 control group C and the aggregate and hydraulic binder Ratios D and E have been replaced by microspheres. Therefore, the addition of microspheres in the fiber cement ratio has the effect of maintaining or reducing the water expansion rate of the final product. It is even better to be able to adjust the amount of added microspheres. When compared with similar proportions without microspheres, the water expansion rate is reduced by about 5%, and preferably more than 10%. Freeze-thaw resistance page 23 This paper size applies to China National Standard (CNS) A4 (210 X 297) (please read the note on the back? Matters before filling out this page)

1238814 五、發明說明() 抗凍融能力是指當暴路於反覆的M + 人復的冰凍與溶解過程時 材料抵抗破壞的能力。例如,混凝土备、i ^ 疋土會被霜雪所破壞,特 別是對於反覆冰凍及溶解之過程。M 1 雖然會產生深層裂缝, 但損壞通常開始於表面的料’漸漸地延伸入内部。關於 冰束的破壞一般不會發生除非在孔隙中存在有足夠量的 水分’而且在低水灰比及低渗透性之緻密混凝土中是極少 的0 類似於南密度混凝土,凍融破壞在高密度纖維水泥中 是極少發生的。在此較佳實施例中,於FRC配比中加入微 球體所製造出低密度養護製品可維持其抗凍融能力,不像 先前技術將悉、度改良劑加入配比中會降低材料之抗象融 能力。 第1及第2圖顯示的是使用Μ I P (水銀滲入孔質)及 BET (Br unauer, Emmett and Teller)方;;去由 Hat schek 製 造之3 ’ x 5 ’版之孔隙大小分布圖。添加1 0 w t · %微球體之配 比A在147次凍融循環測試後其孔隙大小分布變化較無微 球體之配比B在1 2 6次循環之後還小。如此證明了微球體 配比能抵抗因凍融損壞造成之結構變化。為了更進一步支 持微球體配比對凍融損壞之抵抗能力,第3圖顯示一添加 10wt·%微球體由Hatschek製造之3’x5’版的SEM(掃描電子 顯微鏡)照片,該照片顯示在經過1 47次;東融循環之後沒 有剥離的現象而其他木材水泥復合材料在此階段一般已 有剝離現象。 第3圖之凍融試驗是根據ASTM (美國標準試驗方 第24頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) * ·—&gt; I I 一so- « ϋ I n ϋ n I I I ϋ ϋ ϋ (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 1238814 A7 B7 五、發明說明() 法)C 6 6 6 A標題為混/规土對快速冰;東及’谷知抵抗能力之標 準試驗方法,,所做的。此試驗方法有兩種不同步驟,A或B。 步驟A如下,將試體浸入水中來做快速冰凍及溶解而另一 種是在空氣中快速冰凍並在水中快速溶解(步驟B)。試體 每隔一段時間從凍融循環試驗中移出並以目視檢查如裂 缝、水分膨脹、整體試體海綿狀/濕潤程度之剥離情況, 及整體結構的完整性。當試體之剝離程度使得其無法連結 在一起而因此不此發揮建築製品之功能時便可將試體移 出凍融循環試驗。 蒿溫尺寸穩定度_ 減少建築材料之熱乾縮現象可避免在建築構件上發 生高溫應力及應變。此改良的熱尺寸穩定度可使建築構件 在建築物火災發生時能維持防火效果而不會碎裂、分離掉 落及讓火勢迅速蔓延。 下列第1 1及第1 2表顯示1 〇 x 1 〇 ”濾網擠壓標準版之 FRC配比及試驗結果,更特別的是說明配比添加微球體以 改善高溫尺寸穩定度之優點。 —丨壤丨 2清先閱讀背面之注意事項再填寫本頁} 訂---------d 經濟部智慧財產局員工消費合作社印製 第11表-第12表 配比種類 波特S1 |___ 圍__ 本路洛 金屬氣 _|,物 微率體 ________ - :f '·、,. 戀__議圓議 議_!_囊漏讀 Λ1SL -' CSH _圓_| 結刪 骨材 ___ 添加劑 低费度 添加^I 低:密度 添加浙 A 28. 7 50. 3 —7· 0 4. 0 10. 0 第25頁 ί用中國國家標準(CNS)A4規格(210 X 297公爱) 1238814 五、發明說明(1238814 V. Explanation of the invention () Freeze-thaw resistance refers to the material's ability to resist damage when it is exposed to repeated freezing and dissolving processes of M + people. For example, concrete preparations and soil can be damaged by frost and snow, especially for repeated freezing and dissolving processes. Although M 1 may cause deep cracks, the damage usually starts from the material on the surface and gradually extends into the interior. The destruction of ice bundles generally does not occur unless there is a sufficient amount of water in the pores' and it is very rare in dense concrete with low water-cement ratio and low permeability. Similar to southern density concrete, freeze-thaw damage occurs at high density It rarely occurs in fiber cement. In this preferred embodiment, the low-density curing product manufactured by adding microspheres to the FRC ratio can maintain its freeze-thaw resistance. Unlike the prior art, when the degree improver is added to the ratio, the resistance of the material will be reduced. Xiangrong ability. Figures 1 and 2 show the pore size distribution maps of the 3 'x 5' version made by Hat schek using M I P (mercury infiltration pores) and BET (Br unauer, Emmett and Teller) squares. With the addition of 10 w t ·% microspheres, the ratio A of the pore size distribution after 147 freeze-thaw cycles was smaller than that of the microsphere-free ratio B after 126 cycles. This proves that the proportion of microspheres can resist structural changes caused by freeze-thaw damage. In order to further support the resistance of the microspheres to freeze-thaw damage, Figure 3 shows a SEM (scanning electron microscope) photo of a 3'x5 'version of Hatschek with 10wt ·% microspheres added. 1 47 times; there is no peeling phenomenon after the Dongrong cycle and other wood cement composite materials generally have peeling phenomenon at this stage. The freeze-thaw test in Figure 3 is in accordance with ASTM (American Standard Tester, page 24, the paper size applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm)) * · — &gt; II-so- «ϋ I n III n III ϋ ϋ 请 (Please read the notes on the back before filling out this page) Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 A7 B7 V. Description of Invention () Law C 6 6 6 A Standard test method for soil resistance to rapid ice; Dong and 'Guzhi's resistance,'. This test method has two different steps, A or B. Step A is as follows. The specimen is immersed in water for rapid freezing and dissolution, and the other is rapid freezing in air and rapid dissolution in water (step B). The specimen is removed from the freeze-thaw cycle test at regular intervals and visually inspected for cracks, water swelling, peeling of the sponge / wetness of the entire specimen, and the integrity of the overall structure. The specimens can be removed from the freeze-thaw cycle test when the specimens are peeled to such an extent that they cannot be joined together and therefore do not function as construction products. Artemisia dimensional stability_ Reducing the thermal shrinkage of building materials can avoid high temperature stress and strain on building components. This improved thermal dimensional stability allows building components to maintain fire protection without breaking, separating, and allowing the fire to spread quickly when a building fire occurs. The following Tables 11 and 12 show the FRC formulation ratio and test results of the standard version of the 10 × 10 ”filter extrusion. More specifically, it explains the advantages of adding microspheres to improve the dimensional stability at high temperature. —丨 Clear 丨 2 Please read the precautions on the back before filling out this page} Order --------- d Printed on Table 11-Table 12 of the Intellectual Property Bureau of the Ministry of Economic Affairs Consumer Cooperatives Porter S1 | ___ __ Ben Luluo Metal Gas _ |, Matter ________-: f '· ,,. 恋 __ 议 圆 议 议 _! _ Capacity reading Λ1SL-' CSH _ 圆 _ | Aggregate ___ Addition of additives at low cost ^ I Low: Density addition Zhejiang A 28. 7 50. 3 —7 · 0 4. 0 10. 0 Page 25 Use Chinese National Standard (CNS) A4 specification (210 X 297) Public love) 1238814 V. Description of invention (

A7 B7 B 28. F 28. G 28. Η —— 28.A7 B7 B 28. F 28. G 28. Η —— 28.

60. 55. ι^^βιι^β 舡比說明60. 55. ι ^^ βιι ^ β

10%微对 一20〇/〇微 g10% micro-to-200 / 〇μg

參考下列對熱乾縮試 平衡狀態-試樣處在 50±5〇/〇。 在配比 F、Π、Λ 0_TT 4. 4. 7. 4. 0 4. 0 5. 0 10. 0 〇0 …一讀 —— …色或· 丨之縮率比赛Refer to the following equilibrium condition for heat shrink test-the sample is at 50 ± 50/0. Matching ratios F, Π, Λ 0_TT 4. 4. 7. 4. 0 4. 0 5. 0 10. 0 〇0… First reading ——… color or · 丨 shrink ratio competition

1· 21 7. 27 讓議醒 燴率2〇〇 ------------— (請先閱讀背面之注意事項再填寫本頁) 1.15 1. 15 1.01 8· 09 4. 41 4. 21 字敘述。 制的大氣環境7 3 ± 4 T歷度 經濟部智慧財產局員工消费合作社印製1 · 21 7. 27 Let the rate of awakening to simmer 200 ------------ (Please read the precautions on the back before filling out this page) 1.15 1. 15 1.01 8 · 09 4. 41 4. 21 words. Atmospheric environment 7 3 ± 4 T Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs

文 控 ' ^ 八以ίΐ 丫 密度 配比Β中相同比例之骨材。 在較低之添加量時(例如 典型無機密度改良劑導入纖對 熱乾縮。第1 2表顯示由添加 於添加 10wt· %低容積密度 cSH(Celite Corp.之 SilasoH 添加劑之比例取代在控制 組 10-2 0%),微球體會減小當將 i水泥配比時所產生之高溫 1 Owt. %微球體之配比A相衡 第26頁 本紙張尺度適用令國國家標準(CNS)A4規格(210 X 297公釐) tr--------- 1238814 A7 經濟部智慧財產局員工消費合作社印製 B7 五、發明說明() 足配比G所得到之熱乾縮比例結果。與控制組(配比β)相 較之下,兩種配比降低密度從丨· 4到h 15g/cm3 ,但添加 低容積密度CSH之配比其熱乾縮率幾乎是添加微球體配比 之兩倍。再者,添加2〇wt· %微球體之配比H其密度約為 1· 0 g/cm3,其熱乾縮率較僅有5· 〇%低容積密度cSH及較 高密度1· 2 g/cm3之配比ρ低40%以上。 高溫熱乾縮是使用熱機械分析儀(TMA)來判斷。將試 體切割成10x25mm厚度i2mm。此飽和試體的溫度以2(TC / 分鐘之速率升高到950 °C後使用大膨脹探針 (macroexpansion pr〇be)來量測試體尺寸。熱乾縮是取從 25°C到9 5 0°C整體試體尺寸的變化,並且被記述成整個起 始長度之比例。 在纖維水泥配比中使用微球體之另一個優點是當微 球體添加量增加時熱乾縮率會隨著降低。添加微球體之熱 乾縮率反比於添加重量百分比,而添加傳統密度改良劑之 熱乾縮是正比於添加重量百分比。因此,較高微球體添加 量(約90wt·%)之配比較低添加量(約2〇wt%)之配比有較 低之熱乾縮率。 下列第1 3表提供高微球體添加量之配比而第丨4表提 供向溫熱乾縮率之結果。添加7 0及9 0 w t · %微球體之配比 I及J其熱乾縮率分別約為2. 7及1. 1 %。配比I及j之熱 乾縮率是將試體切割成大約l〇xl0x40mm長、爐乾、以包 覆式爐以1 0 0 0 °c燃燒一小時後,讓其冷卻到爐乾狀態來量 測。熱乾縮率是測量從爐乾到1 〇 〇 〇 °c時之整體長度變化, 第27頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公爱) ---------^--------r---訂--------- (請先閱讀背面之注意事項再填寫本頁)Text control '^ Eight to ίΐ 丫 density ratio of the same proportion of bone in B. At lower additions (for example, typical inorganic density modifiers introduced into the fiber dry shrinkage with heat. Table 12 shows that the proportion of SilasoH additive added to the 10wt ·% low bulk density cSH (Celite Corp. is replaced in the control group) 10-2 0%), the microspheres will reduce the high temperature of 1 Owt.% Microspheres when the proportion of i cement is balanced. Page 26 This paper applies the national standard (CNS) A4. Specifications (210 X 297 mm) tr --------- 1238814 A7 Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs B7 V. Description of the invention () The result of the heat-shrinkage ratio obtained from the ratio G. Compared with the control group (matching ratio β), the two kinds of mixing ratios reduce the density from 丨 · 4 to h 15g / cm3, but the thermal dry shrinkage ratio of the mixture with the addition of low bulk density CSH is almost the ratio of adding microspheres. It is twice as much. Furthermore, the proportion H of the addition of 20wt ·% microspheres has a density of about 1.0 g / cm3, and its heat shrinkage is lower than that of only 5.0% low bulk density cSH and higher density. The ratio ρ of 1 · 2 g / cm3 is more than 40% lower. The high-temperature heat shrinkage is judged using a thermo-mechanical analyzer (TMA). The specimen is cut into 10x25mm Degree i2mm. The temperature of this saturated specimen was increased to 2 (TC / min to 950 ° C), and the size of the test body was measured using a macroexpansion probe (macroexpansion prObe). The heat shrinkage was taken from 25 ° C The change in overall specimen size to 95 ° C is described as a ratio of the entire starting length. Another advantage of using microspheres in the fiber cement ratio is that the heat shrinkage rate will increase when the amount of microspheres is increased. As it decreases, the heat shrinkage of microspheres is inversely proportional to the weight percentage, and the heat shrinkage of traditional density modifiers is proportional to the weight percentage. Therefore, the higher the amount of microspheres added (about 90wt ·%) The ratio of low addition (about 20% by weight) has a lower heat shrinkage ratio. Table 13 below provides the ratio of high microsphere addition amount and Table 4 provides the ratio of warm dry shrinkage. As a result, the thermal dry shrinkage ratios of I and J with the addition of 70 and 90 wt ·% microspheres were about 2.7 and 1.1%, respectively. The thermal dry shrinkage ratios of I and j were tested. The body was cut to a length of about 10x10x40mm, oven dried, and burned in a coated furnace at 1000 ° C for one hour, and then allowed to cool to a dry state. Thermal shrinkage is a measure of the change in overall length from oven drying to 1000 ° c. Page 27 This paper applies the Chinese National Standard (CNS) A4 specification (210 X 297 public love)- -------- ^ -------- r --- Order --------- (Please read the notes on the back before filling this page)

A 1238814 A7 五、發明說明( 並除以初始之壚乾長度 比 I^P,_ 矽砂 微球嫌 \ f - —水泥 ☆'ν,ο. Ά ~ ^,、,、导、 f ' 水硬黏 骨材 低密度 結劑 添加渐 I 26. 2 2. 9 0.9 70. 〇 J 8. 7 1. 0 0. 3 90. 〇 佩个仰L外、&quot;μ 玉一^----__ I ---- 2· 7 1.1 經濟部智慧財產局員工消費合作社印製 -〜,仕一貫施例中添加20%微外賊w撕叫不死配比 中’其最終製品之熱乾縮率與無添加微球體配比所製成之 相同製品來比較增加約50%以下。如上所述’與無微球體 《製品比較時,微球體比例增加,熱乾縮率便降低,添加 微球體之最終製品顯示有較低之熱乾縮率,最好低約1 〇% 到7 0%。更特別的是,添加微球體製品之熱乾縮率最好低 於 40/〇。 3· 旌例-微球艚及其他添 本發明之第三個實施例是關於結合中空陶微球體與 火山灰和/或其他低密度添加劑添加於水泥赛璐珞纖維強 化建築材料中。火山灰及中空陶微球體之敘述已分別在第 一及第二實施例中詳加說明。添加微球體及低密度添加劑 第28頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐 i ---------^-----------訂----------------------^----r--.---Ί ·. (請先閱讀背面之注意事項再填寫本頁) 1238814 經濟部智慧財產局員工消費合作社印製 A7 B7 五、發明說明() W 口物之第二貫施例會比添加火山灰於FRC製品之第一實 她例更能達到更低之密度範圍並有改良的防水性及耐久 性。然而’只添加微球體之第二實施例可能更優於第三實 施例,因為單獨添加微球體將提供最佳的耐久性。第二實 施例優先於第二貫施例是取決於在特殊應用中财久性之 相對重要性。 類似於第一及第二實施例,此第三實施例之一較佳配 比包含水硬黏結劑、骨材、纖維、中空陶微球體、低密度 添加劑及其他添加劑。我們將可了解到第三實施例之各種 成分可以包括在前述第一實施例中每一種成分之任何材 料。此第三實施例也可以在第一實施例中所列及敘述之數 種傳統程序及養護狀態來製造。如果適用的話,原料、過 私、步驟或狀況都類似於第一實施例的部分。 微球體與火山灰和/或低密度添加劑之混合物可以使 用於各種建築製品,各種建築製品都擁有不同比例之水硬 黏結劑、骨材、低密度添加劑及其他添加劑來達到對某種 特殊用途(例如艢壁、屋頂、裝潢、屋頂暴露底面、磁碑 襯底用之襯板等)之最佳特性。此第三實施例之一個較佳 組成包含了約5-80%波特蘭水泥、約〇 — 80%矽砂、約4.卜 1 5 %賽璐珞、約〇 - 1 〇 %添加劑及約2 - 6 0 %微球體與其他典型 之低密度添加劑。加有微球體與典型低密度添加劑混合物 之典型配比特殊例子如下: 波特蘭水泥(黏結劑) 28.7% 矽砂(骨材) 50.3% 第29頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) ^ I —-----1—^—I—I (請先閱讀背面之注意事項再填寫本頁) 1238814 五、發明說明()A 1238814 A7 V. Description of the invention (and divided by the initial dry length ratio I ^ P, _ silica sand microspheres \ f-— cement ☆ 'ν, ο. Ά ~ ^ ,,,,,,,,,,,, f' water Addition of low-density cement for hard and sticky aggregates 26. 2 2. 9 0.9 70. 〇J 8. 7 1. 0 0. 3 90. 〇Pei Yang Yang L, &quot; μ 玉 一 ^ ---- __ I ---- 2 · 1.1 1.1 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs ~~, the official example is to add 20% micro outside thieves w to scream the undead ratio 'the heat shrinkage of its final product Compared with the same products made without the addition of microspheres, the increase is less than about 50%. As described above, when compared with the products without microspheres, the proportion of microspheres increases, and the heat shrinkage rate decreases. The final product shows a lower thermal shrinkage, preferably about 10% to 70% lower. More particularly, the thermal dry shrinkage of the product with added microspheres is preferably less than 40/0. 3. · Examples -Microspheres and other additives The third embodiment of the present invention is a combination of hollow ceramic microspheres and volcanic ash and / or other low density additives added to cement cellulite fiber reinforcement In the materials, the descriptions of volcanic ash and hollow ceramic microspheres have been detailed in the first and second embodiments, respectively. Adding microspheres and low-density additives page 28 This paper applies Chinese National Standard (CNS) A4 specifications (210 X 297 mmi --------- ^ ----------- Order ---------------------- ^ ---- r --.--- Ί ·. (Please read the notes on the back before filling this page) 1238814 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 B7 V. Invention Description () W The second embodiment will achieve a lower density range and have improved water resistance and durability than the first embodiment in which volcanic ash is added to the FRC product. However, the second embodiment with only microspheres may be better than The third embodiment, because adding the microspheres separately will provide the best durability. The second embodiment takes precedence over the second embodiment depending on the relative importance of longevity in special applications. Similar to the first and second Embodiment. One of the preferred embodiments of this third embodiment includes a hydraulic binder, aggregate, fiber, hollow ceramic microspheres, low-density additives, and other additives. We will understand that the various components of the third embodiment can include any material of each of the components in the first embodiment described above. This third embodiment can also be listed in and described in the traditional procedures of the first embodiment And curing conditions. If applicable, raw materials, malpractices, steps or conditions are similar to those of the first embodiment. The mixture of microspheres and volcanic ash and / or low-density additives can be used in various building products, various building products All have hydraulic binders, aggregates, low-density additives and other additives in different proportions to achieve a special purpose (such as lintels, roofs, decoration, exposed bottom surfaces of roofs, liners for magnetic monument substrates, etc.) Best features. A preferred composition of this third embodiment includes about 5-80% Portland cement, about 0-80% silica sand, about 4.15% celluloid, about 0-10% additive, and about 2- 60% microspheres and other typical low density additives. The specific examples of typical mixing ratios of mixtures of microspheres and typical low-density additives are as follows: Portland cement (binder) 28.7% silica sand (aggregate) 50.3% page 29 This paper applies Chinese National Standard (CNS) A4 Specifications (210 X 297 mm) ^ I —----- 1 — ^ — I—I (Please read the notes on the back before filling out this page) 1238814 V. Description of the invention ()

經濟部智慧財產局員工消費合作社印製 金屬氫氧化物(添加劑) 微球體(低密度添加劑) 火山灰(低密度添加劑) 將可了解微球體及其他包括 可視所需之應用而加以改變。 試驗結果 擁有耐久性之彳n度 微球體與火山灰或其他典型低密度改良劑如低容積 密度⑽、或膨脹聚苯乙缔粒子、黏土、蛭石、珍珠岩及 頁岩等混合有許多優點。其中一個優 點是提供較微球體密 度還低之火山灰及其他典型低密声、、 土低在度添加劑而以較少之添 加總重比例(比較僅微球體時)來逵 尽運到相同或更低之密 度。以混合物較低之添加比例是較經破 疋孜、·工脣的,並且微球體可 減小關於典型無機密度改良劑添加所坱 1、成足水分膨脹。微 球體與其他典型低密度添加劑混合物 &lt;另一個優點為FRC 製品可達到較低之密度範圍而且仍能难丛 匕难持足夠之操作強 度。因此,可以添加較高用量標準(以脅香, ϊ I比例為主)之微 球體與其他低密度添加劑組合,而同時可 〒Γ減少典型低密度 添加劑在尺寸穩定度及整體耐久性之負面影響。 然而,此處所敘述添加低密度添加劑於於 ;外有實施例並 非降低以水泥為主配比密度之唯一方法。由^、口 由水泥及骨材組 成而沒有纖維或低密度添加劑之配比其索由# m 115芡fe圍一般在 1· 8-2· 1 g/cm3之間。添加纖維至水泥配比φ α 士 f τ疋有好處的, 4%10¾5% 火山灰之低密度添加劑 請 先 閱 讀 背 Sj 之 注 意 事 項 再 填 寫 本 頁 4Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs Metal hydroxides (additives) Microspheres (low-density additives) Pozzolan (low-density additives) will understand the microspheres and other applications that may be changed as needed. Test results The durability of 彳 n-degree microspheres mixed with pozzolan or other typical low-density modifiers such as low bulk density rhenium, or expanded polystyrene particles, clay, vermiculite, perlite, and shale has many advantages. One of the advantages is that it provides volcanic ash and other typical low-density, low-intensity additives that have a lower density than microspheres, and a smaller total weight ratio (compared to only microspheres) to the same or more. Low density. The lower addition ratio of the mixture is more effective, and the microspheres can reduce the addition of typical inorganic density improvers. 1. Swelling with sufficient water. Mixtures of microspheres and other typical low-density additives &lt; Another advantage is that FRC products can reach a lower density range and still be difficult to maintain sufficient operational strength. Therefore, microspheres with higher dosage standards (mainly Wakika, 胁 I ratio) and other low-density additives can be added, and at the same time, the negative impact of dimensional stability and overall durability of typical low-density additives can be reduced. . However, the addition of low-density additives to the materials described here is not the only way to reduce the specific density of cement as the main component. It is composed of cement and aggregate without fiber or low-density additives. The ratio of the cable is generally between 1 · 8-2 · 1 g / cm3. It is beneficial to add fiber to the cement ratio φ α ± f τ 疋, 4% 10¾5% Pozzolan low density additive. Please read the notes of Sj before writing this page 4

I I I I I訂 • I I $ 第30頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 x 297公釐) 1238814 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明( 因為纖維除了能提供強度及製品適於固定外亦能降低密 度。添加超過4wt· %纖維之纖維水泥配比其密度一般在 1. 2- 1. 4 g/cm3之間。已經發現FRC配比加入4wt. %或更少 之纖維將沒有足夠的強度及延展性來安裝。這些FRC製品 常容易碎裂及打釘過程裂開或安裝時爆開。另一個情況, 添加纖維超過15wt·%在某些應用中並不需要,因為FRC 配比中之纖維會造成水分膨脹、增加滲透性並危及耐久 性。 因此’正確的纖維添加平衡點必須對Frc製品做有利 的判斷,該判斷是取決於特殊製品之厚度及形狀。在一實 施例中,纖維添加比例約為4· 1%到15%是最好的。添加低 密度添加劑到FRC配比中以提供從添加纖維之外額外密度 的降低。然而一般來說,低密度添加劑加的越多,FRC製 口口的強度忒越低。因此,低密度添加劑之添加必需限制, 因為FRC製品最好能維持足夠操作及安裝之最小強度。低 金度从、加丨的最大添加量是取決於許多因素例如低密度 添加^ #定低密度“劑之用量標準、及特殊m製品 之形,彳⑸的最小強度也是取決於哪製品的形狀及厚 度 ' 圖”肩不1 0 x 1 0濾網擠壓標準版微球體wt· %添加 量與舍度及強度之典型關係。 下歹J第 1 R - 1 7 矣'^Order IIIII • II $ Page 30 This paper size is applicable to Chinese National Standard (CNS) A4 (210 x 297 mm) 1238814 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs The strength and the product are suitable for fixing and can also reduce the density. The density of fiber cement added with more than 4wt ·% fiber is generally between 1. 2 and 1. 4 g / cm3. It has been found that the FRC ratio is added with 4wt.% Or Fewer fibers will not have sufficient strength and ductility to install. These FRC products are often easily broken and cracked during the nailing process or burst during installation. On the other hand, the added fiber exceeds 15wt ·% in some applications and No, because the fibers in the FRC mix will cause water expansion, increase permeability and endanger durability. Therefore, 'correct fiber addition balance point must make a favorable judgment on Frc products, which depends on the thickness of the special product and Shape. In an embodiment, the fiber addition ratio of about 4.1% to 15% is the best. Add low density additives to the FRC ratio to provide a reduction in extra density from the addition of fiber Low. However, in general, the more low-density additives are added, the lower the strength of the FRC mouth. Therefore, the addition of low-density additives must be limited because FRC products are best to maintain the minimum strength for adequate operation and installation. The maximum amount of low gold content depends on many factors, such as low density addition ^ # 定 Low density "agent dosage standards, and the shape of special products, the minimum strength of 彳 ⑸ also depends on the shape of which product And thickness' Figure 'Shoulder 1 0 x 1 0 The typical relationship between the weight and weight of the standard version of microspheres extruded by the filter and the degree and strength of the standard version of microspheres. Next 歹 J 第 1 R-1 7 矣' ^

說月10”xl0”濾網擠壓標準版之FRC 配比及試驗結罢,承姓 f別的是說明微球體與其他低密度添 加劑混合物達到較低多 -在度範圍及改善耐久性之優點。 第15表〜第16表及第17表之配比 第31頁 x 297公釐) --------——參裝 (請先閱讀背面之注意事項再填寫本頁) ϋ ϋ ϋ el·· · n i-i n ϋ ϋ 一 經濟部智慧財產局員工消費合作社印制衣 1238814 五、發明說明() 典电種類 靈華 ,__纖______議_ ___________ Ν &lt; S S / s s 轉議丨發灣 鱗注騷錄駿鑛通緣觀觀:騎 ;波特蘭 泥 - i 矽砂 赛路珞 金屬氩 氧化物 微球髗 低容積 密度 CSH 瞧纖纖ί爵議_|藝_義11纖_1擊 111··^ - ___! ||霞|繼__義議霞:g丨 結渐 骨材 纖維 添加濟I 低密度 添加劑 低密度 添加劑 B 28. 7 60, 3 7. 0 4. 0 G 28. 7 50. 3 7. 0 4. 0 10. 0 Μ 28. 0 49. 0 7. 0 4. 0 12. 0 N 28. 4 49. 6 7. 0 4. 0 12. 0 5. 0 0 28. 7 51. 3 7. 0 4. 0 6. 0 3. 0 第1 6表比較了添加1 2wt. %微球體之配比Μ、添加 9wt. %微球體與低容積密度CSH混合物之配比0及無低密 度添加劑之控制組之密度。使用於配比〇之低容積密度 CSH是由JamesHardie使用矽土、石灰及水而做成低容積 密度材料其中大部分為托伯莫菜土(t〇berm〇rite)型式之 CSH。更詳細的内容敘述於u· s. patent AppHcati〇n Serial No. 09/058, 444歸檔於1 998年4月9日,該文章 之全部於此加以參考。相較於控制組,配比从及〇密度的 降低並無有意義的差異,但是配比0之混合低密度添加劑 之總添加量是比只有微球I# ; h t 1木也义配比Μ還低3%。對配比Μ 及0而言,水硬黏結劑及骨姑a 田 4 ^月衬在重量比例上些微的差異並 不會對密度之特性造成影響。 第1 6表—密度比較 第32頁 本紙張尺度適用中國國家標準(CNSM4規格(210了--- I 裝--------訂--------- (請先閱讀背面之注意事項再填寫本頁) 1238814 A7 B7 經濟部智慧財產局員工消費合作社印製 五、發明說明() |||_比種類 配比說明 壚乾密度(g/cm3) B 控制組-無低密度添 加劑 1.31 M1 12%微球體 1. 09 01 6%微球體 3°/〇低容積密度CSH 1. 11 在配比Μ及0中低密度添加劑之比例取代在無低密度添 加劑之控制組配比Β中相同比例之骨材。 下列第17表顯示有四種配比之10”χ10”濾網擠壓標 準版之試驗結果,此四種配比主要包含僅在各種低密度添 加劑之變化,及一沒有任何低密度添加劑之控制組。結果 顯示添加 1 2wt. %微球體之配比 Μ與控制組比較密度從 1. 3 5 g/cm3降到1. 16 g/cm3,但是添加1 lwt. %微球體 容積密度CSH(Cel ite之Si lasorb)混合物之配比N更將密 度降到1. 10 g/cm3。此外,對於添加1 lwt. %微球體Μ氏容 積密度CSH混合物之配比Ν及無低密度添加劑之控制組而 言,其水分膨脹率分別為0. 167%及0. 163%並無明顯差異。 相較之下,僅有10wt. %低容積密度CSH之配比G提供了 與配比N之Uwt. %混合物大約相同之密度,但卻有特別高 的水分膨脹率0. 1 97%。在配比中水硬黏結劑及骨材在重量 百分比上些微的差異並不會對密度或水分膨脹率之特性 造成影響。 第1 7表-水分膨脹率比較 第33頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) (請先閱讀背面之注意事項再填寫本頁) —· n ϋ n am§ i^i ·1 一 δΝ i 1_1 1_ϋ ·ϋ imam I— n \ 1238814 A7Said on the 10th "xl0" filter extruded standard version of the FRC ratio and test results, the other name is that the mixture of microspheres and other low-density additives has reached a much lower-in the range and improve the advantages of durability . Proportions of Tables 15 to 16 and 17 (Page 31 x 297 mm) ------------ Installation (Please read the precautions on the back before filling this page) ϋ ϋ ϋ el · · · n ii n ϋ ϋ I. Printed clothing by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 V. Description of the invention () Types of electric power Linghua, __iber __________ _ ___________ N &lt; SS / ss turn Discussion 丨 Fawan Scale Note Sao Lu Jun's general view of the Jun mine: riding; Portland mud-i silica sand race road 珞 metal argon oxide microspheres 髗 low bulk density CSH Fiber_1 hit 111 ·· ^-___! || xia | following __ Yiyixia: g 丨 gradual aggregate fiber added I low density additive low density additive B 28. 7 60, 3 7. 0 4. 0 G 28. 7 50. 3 7. 0 4. 0 10. 0 Μ 28. 0 49. 0 7. 0 4. 0 12. 0 N 28. 4 49. 6 7. 0 4. 0 12. 0 5 0 0 28. 7 51. 3 7. 0 4. 0 6. 0 3. 0 Table 16 compares the proportion M of the addition of 12 wt.% Microspheres, the addition of 9wt.% Microspheres and the low bulk density CSH. Mixing ratio 0 and the density of the control group without low density additives. The low bulk density CSH used at the ratio of 0 is made by James Hardie using silica, lime and water to make a low bulk density material, most of which are tobermorite type (C). More detailed content is described in u.s. patent AppHcatiOn Serial No. 09/058, 444 filed on April 9, 1998, the entirety of which is incorporated herein by reference. Compared with the control group, there is no significant difference between the ratio and the reduction in density. However, the total addition amount of the mixed low-density additive at ratio 0 is more than that of only the microsphere I #; 3% lower. For the ratios M and 0, the slight difference in the weight ratio between the hydraulic binder and the bone lining can not affect the density characteristics. Table 16—Comparison of Density Page 32 This paper is sized to the Chinese National Standard (CNSM4 specification (210 up --- I installed -------- order --------- (Please read first Note on the back, please fill in this page again) 1238814 A7 B7 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of invention () ||| _Specification of specific types and ratios 垆 Dry density (g / cm3) B Control group-None Low-density additives 1.31 M1 12% microspheres 1. 09 01 6% microspheres 3 ° / 〇 Low bulk density CSH 1. 11 The proportion of low-density additives in the proportions M and 0 replaces the control combination without low-density additives The same proportion of aggregates as in B. Table 17 below shows the test results of the 10 ”× 10” screen extrusion standard version with four formulation ratios. These four formulation ratios mainly include changes in various low-density additives. And a control group without any low-density additives. The results show that the ratio of the addition of 12 wt.% Microspheres M to the control group decreased from 1.3 5 g / cm3 to 1. 16 g / cm3, but the addition of 1 lwt The density ratio of% microsphere bulk density CSH (Celite's Si lasorb) mixture lowers the density to 1. 10 g / cm3. In addition, For the addition of 1 lwt.% Microspheres M ’s bulk density CSH mixture ratio N and the control group without low-density additives, the water expansion rates were 0.167% and 0.163%, respectively, with no significant difference. Phase In contrast, only a 10wt.% Low bulk density CSH ratio G provides approximately the same density as the Uwt.% Mixture of ratio N, but has a particularly high water expansion rate of 0.197%. 在 配The slight difference in weight percentage between hydraulic binder and aggregate does not affect the characteristics of density or water expansion rate. Table 17-Comparison of water expansion rate page 33 This paper applies Chinese national standards ( CNS) A4 specification (210 X 297 mm) (Please read the notes on the back before filling this page) — · n ϋ n am§ i ^ i · 1-δΝ i 1_1 1_ϋ · ϋ imam I— n \ 1238814 A7

v J 控制組-無低 密度添加劑 12%微球體 6%微球體 5%低容積密 度CSHv J control group-no low density additive 12% microspheres 6% microspheres 5% low bulk density CSH

G 1. 12 〇· 197±〇· 〇2 經濟部智慧財產局員工消費合作社印製 五、發明說明( Β ΜG 1. 12 〇 · 197 ± 〇 · 〇2 Printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs 5. Description of the invention (Β Μ

10%低容積密 度CSH 在配比Μ、Ν及G中低密度添加成丨、 加劑又比例主要取代在無 密度添加劑之控制組配比Β Φ、 · 丁 &lt;骨材0 結論 一般說來,將會了解到本發明之較佳實施例,更特別 的是含有火山灰、中空陶微球體,或微球體、《山灰與/ 或其他添加劑組合之添加劑的纖維強化建築材料,擁有許 多超越先前技術的優點。這些材料與傳統纖維水泥製品相 比擁有較低之密度。如此可生產更厚的製品(例如3/8,,到 1· 0”)使其更輕也因此更容易操作、切割、固定及安裝。 此材料同時也改良其潮濕到乾燥尺寸穩定度,並且改 善此建築材料之耐久性使得建築嵌版不會過度的收縮及 裂開。同時’在溼度變化之後或從潮濕到乾燥季節之轉變 在嵌版或厚版之間都不會有過大之間隙發生。 本紙張尺度適用中國國家標準(CNS)A4規格⑵Q χ 297公餐)10% low bulk density CSH is added at low density in the proportions M, N, and G. The proportion of additives is mainly replaced by the control group ratio of no density additive B Φ, · D &lt; bone material 0 Conclusion Generally speaking It will be understood that the preferred embodiments of the present invention, more particularly fiber reinforced construction materials containing volcanic ash, hollow ceramic microspheres, or microspheres, "mountain ash and / or other additive combinations," Advantages of technology. These materials have a lower density than traditional fiber cement products. This produces thicker products (eg 3/8, to 1 · 0 ") which makes them lighter and therefore easier to handle, cut, fix and install. This material also improves its wet to dry dimensional stability, and Improve the durability of this building material so that the building panels will not shrink and crack excessively. At the same time, there will not be too much gap between the panels or thick plates after changes in humidity or the transition from wet to dry seasons. . This paper size is applicable to Chinese National Standard (CNS) A4 specification (Q χ 297 meals)

1238814 A7 五、發明說明( 有關配比及建築製品至少包含中空陶微球體,此材料 在低密度情況下維持其抗凍融能力,不像大部分無機密度 改良之纖維水泥材料。如此給予暴露在經常冰凍及溶解狀 態氣候下之材料好的耐久性。 因為相關的典型低密度添加劑改善熱尺寸穩定度使 ί于這些添加微球體之材料也擁有改良之抗火特性。因此, 此材料在建築物火災時很穩定而使得此材料可維持對火 的防護卻沒有破裂、分離掉落及讓火災迅速蔓延。 此較佳實施例對一些建築製品應用例有其適用性,包 括(但非侷限於)建築物嵌版(室内及室外)、磁碑襯版(牆 及地板)、牆壁、屋頂暴露底面、裝潢、屋頂、圍牆及甲 板。上述之實施例僅提供為本發明之特定較佳實施例的例 子。藉由那些熟知此方面技術之人士可從此實施例做出各 種變化及修改而不會背離本發明之精神及觀點。 I n I ϋ n ϋ n n I · n I I I n ϋ ϋ tr·丨丨丨丨丨丨丨· 1· (請先閱讀背面之注意事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 第35頁 泰紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐)1238814 A7 V. Description of the invention (The formulation and construction products contain at least hollow ceramic microspheres. This material maintains its freeze-thaw resistance under low density conditions, unlike most fiber cement materials with improved inorganic density. This gives exposure to Materials that are often frozen and dissolved have good durability. Because the related typical low-density additives improve the thermal dimensional stability, these microsphere-added materials also have improved fire resistance characteristics. Therefore, this material is used in buildings It is stable during a fire so that this material can maintain protection against fire without rupture, separation and fall, and let the fire spread rapidly. This preferred embodiment has its applicability to some construction product applications, including (but not limited to) Building panel (indoor and outdoor), magnetic stele lining (wall and floor), wall, exposed bottom surface of the roof, decoration, roof, fence and deck. The above-mentioned embodiments are only provided as specific preferred embodiments of the present invention. Example. Those skilled in the art can make various changes and modifications from this embodiment without departing from the present invention. Spirit and perspective. I n I n n ϋ nn I · n III n ϋ ϋ tr · 丨 丨 丨 丨 丨 丨 丨 · 1 · (Please read the precautions on the back before filling this page) Employees of the Intellectual Property Bureau of the Ministry of Economic Affairs Printed by Consumer Cooperatives, page 35. Thai paper sizes apply to Chinese National Standard (CNS) A4 (210 X 297 mm)

Claims (1)

1238814 A8 B8 C8 D8 六、申請專利範圍 7·如申請專利範圍第1項所述之建築材料,其中更至少 包含0%-10%添加劑,該添加劑係選自矽砂煙、地熱矽砂、 防火劑、增稠劑、顏料、著色劑、塑化劑、分散劑、發泡 劑、凝聚劑、防水劑、有機密度修正劑、鋁粉、究土、三 水合氧化鋁、雲母、紅柱石、碳酸鈣、矽礦石、聚合樹脂 乳化物與其混合物所構成群組之一。 8·如申請專利範圍第1項所述之建築材料,其中至少包 含2%-50%火山灰。 9·如申請專利範圍第丨項所述之建築材料,其中該火山 灰為膨脹化山灰。 10·如申請專利範圍第9項所述之建築材料,其中該膨服 火山灰有一容積密度2-25 lbs/cu.ft·。 11·如申請專利範圍第9項所述之建築材料, 火山灰之中間粒子大小範圍從20到1 00微米 (請先閱讀背面之注意事項再填寫本頁) * n t.1 I I n I n 一 口、&gt; n 1 n ϋ n ϋ I 經濟部智慧財產局員工消費合作社印?机 12·如申請專利範圍第1項所述之建築材料,其中 灰與沒有添加火山灰之相同配比製成的建築材料才目 低最終製品之密度超過1 〇%以上。 該火山 降 13.如 申請專利範圍第1項所述之建築材料,龙上 其中該火山 第37頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) - 1238814 六、申請專利範圍 灰與沒有添加火山灰之相同配比製成的建築材料相比, 加最終製品之水分膨脹率不超過2〇%。 9 14. -種形成低密度建築材料之方法,該方法至少包含 混合一含有水硬黏結劑、土石夕砂、赛路路纖維、:山 灰之纖維水泥配比與水,以製造泥裝,其中該赛路路纖維 至少包含大於4%之該纖維水泥配比之重量百分比; 處理該泥漿而成為一綠色成形物體; 硬化該綠色成形物體以形成低密度建築材料;且 其中該火山被加入之量足以降低該建築材料之密度 至1·2 g/cm3或更低,且維持該建築材料之水分膨服率於 0.17%或更低。 15·如申請專利範圍第14項所述之方法,其中更至少包 含混合添加劑與水硬黏結劑、土矽砂、火山灰與水,以製 造該泥漿。 16·如申請專利範圍第丨4項所述之方法,其中該物體是 以高壓蒸氣方式硬化。 17· —種用來形成建築製品之建築材料,至少包含: 一水硬黏結劑; 土石夕砂; 第38頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) 1238814 六、申請專利·範圍 赛璐珞纖維,其中該赛璐珞纖維至少包含大於4%之 配比之重量百分比; 中空陶微球體,其中該中空陶微球體以足夠量含於此 配比中以降低該建築材料之密度至1·2 g/cm3或更低,且 其中該中空陶微球體維持該建築材料之水分膨脹率於 0.1 3%-0·2ο/〇之間。 18.如申請專利範圍第17項所述之建築材料,其中該水 硬黏結劑為波特蘭水泥。 19·如申請專利範圍第is項所述之建築材料,其中至少 包含5-80%波特蘭水泥, 2 0.如申請專利範圍第I?項所述之建築材料,其中至少 包含0%-80%土矽砂。 21·如申請專利範圍第17項所述之建築材料,其中更至 少包含0%-10%添加劑。 22. 如申請專利範圍第20項所述之建築材料,其中至少 包含4.1%-15%赛璐珞纖維。 23. 如申請專利範圍第17項所述之建築材料,其中該微 球體為聚合球體。 第39頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公t )1238814 A8 B8 C8 D8 6. Scope of patent application 7. The building materials described in item 1 of the scope of patent application, which at least contain 0% -10% additive, the additive is selected from the group consisting of silica sand smoke, geothermal silica sand, and fire retardant , Thickener, pigment, colorant, plasticizer, dispersant, foaming agent, flocculant, waterproofing agent, organic density modifier, aluminum powder, earth, alumina trihydrate, mica, andalusite, calcium carbonate , Silicon ore, polymer resin emulsion and its mixture. 8. The construction material as described in item 1 of the scope of patent application, which contains at least 2% -50% volcanic ash. 9. The building material as described in item 丨 of the patent application scope, wherein the volcanic ash is expanded mountain ash. 10. The building material as described in item 9 of the scope of patent application, wherein the expanded volcanic ash has a bulk density of 2-25 lbs / cu.ft. 11. As for the construction materials described in item 9 of the scope of patent application, the intermediate particle size of volcanic ash ranges from 20 to 100 microns (please read the precautions on the back before filling this page) * n t.1 II n I n , &Gt; n 1 n ϋ n ϋ I Consumption Cooperative of Employees of Intellectual Property Bureau, Ministry of Economic Affairs? Machine 12. The construction material described in item 1 of the scope of the patent application, in which the construction material made of the same proportion of ash and volcanic ash is not added, so that the density of the final product is more than 10%. The volcano descends 13. According to the construction materials described in item 1 of the scope of the patent application, the volcano on page 37 of this dragon applies the Chinese National Standard (CNS) A4 specification (210 X 297 mm) to the paper size-1238814 VI. Application Compared with building materials made with the same proportion of volcanic ash, the scope of the patented ash does not add more than 20% to the water expansion rate of the final product. 9 14.-A method for forming a low-density building material, the method at least comprising mixing a cement cement containing hydraulic binder, earth and sand, road fiber, and mountain ash, and water to make mud packs, Wherein the road fiber contains at least 4% by weight of the fiber-cement ratio; the mud is treated to form a green formed object; the green formed object is hardened to form a low-density building material; and wherein the volcano is added to The amount is sufficient to reduce the density of the building material to 1.2 g / cm3 or lower, and to maintain the moisture expansion rate of the building material at 0.17% or lower. 15. The method according to item 14 of the scope of patent application, further comprising at least a mixed additive and a hydraulic binder, silica sand, volcanic ash and water to produce the slurry. 16. The method according to item 4 of the scope of patent application, wherein the object is hardened by means of high-pressure steam. 17 · — A kind of building materials used to form building products, including at least: a hydraulic binder; earth and sand; page 38 This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) 1238814 6 Application for a patent · range celluloid fiber, wherein the celluloid fiber contains at least a weight percentage of more than 4%; hollow ceramic microspheres, wherein the hollow ceramic microspheres are contained in this proportion in a sufficient amount to reduce the building material The density is 1-2 g / cm3 or lower, and the hollow ceramic microsphere maintains the moisture expansion rate of the building material between 0.1 3% -0 · 2ο / 〇. 18. The construction material according to item 17 of the scope of patent application, wherein the hydraulic bonding agent is Portland cement. 19. The construction material described in the scope of application for item is, which contains at least 5-80% Portland cement, 2 0. The construction material described in the scope of application for item I ?, which contains at least 0%- 80% soil silica sand. 21. The building material as described in item 17 of the scope of patent application, which further contains at least 0% -10% additives. 22. The construction material as described in item 20 of the patent application scope, which contains at least 4.1% -15% celluloid fiber. 23. The building material according to item 17 of the scope of patent application, wherein the microsphere is a polymeric sphere. P.39 This paper is sized for China National Standard (CNS) A4 (210 X 297 g t) (請先閱讀背面之注意事項再填窝本頁)(Please read the notes on the back before filling this page) 經濟部智慧財產局員工消費合作社印製 1238814 A8 B8 C8 D8 六、申請專利範圍. (請先閱讀背面之注意事項再填寫本頁) 24·如申請專利範圍第17項所述之建築材料,其中至少 包含5%-30%微球體.。 25. 如申請專利範圍第17項所述之建築材料,其中至少 包含5%-90%微球體。 26. 如申請專利範圍第17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比,降低最終建築製品之密度超過1 5%。 27. 如申請專利範圍第17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比,降低最終建築製品之密度超過30%。 28. 如申請專利範圍第17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比,大致維持最終製品之水分膨脹率。 經濟部智慧財產局員工消費合作社印制衣 29. 如申請專利範圍第17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比,降低最終製品之水分膨脹率超過5%。 30. 如申請專利範圍第29項所述之建築材料,其中該微 第40頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐)Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 A8 B8 C8 D8 6. Scope of patent application. (Please read the precautions on the back before filling out this page) 24. Construction materials described in item 17 of the scope of patent application, of which Contains at least 5% -30% microspheres. 25. The building material described in item 17 of the scope of patent application, which contains at least 5% -90% microspheres. 26. The construction material described in item 17 of the scope of the patent application, wherein the microspheres have a density of more than 15% that of the final construction product compared to construction products made with the same proportions without the addition of microspheres. 27. The construction material described in item 17 of the scope of the patent application, wherein the microspheres have a density of more than 30% in the final construction product compared to the construction products made with the same proportions without the addition of the microspheres. 28. The building material described in item 17 of the scope of the patent application, wherein the microspheres substantially maintain the moisture expansion rate of the final product compared to the construction products made with the same proportions without the addition of microspheres. Printed clothing by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 29. The construction material described in item 17 of the scope of patent application, in which the microspheres have a lower final product compared with construction products made with the same proportions without the addition of microspheres The water expansion rate exceeds 5%. 30. The building materials described in item 29 of the scope of the patent application, in which the micro page 40 This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) 六、申請專利範圍 球與沒有添加微球體之相同配比製成的^築製品相 比降低最終製品之水分膨脹率超過1 〇 〇/〇。 31·如申請專利範圍帛17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比增加最:、終製品在象融循環狀態下可以目視到剝蝕開始 時之循環次數。 32. 如申請專利範圍第17項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比,降低最終製品在遭受數次凍融循環之後其毛孔大小分 布的改變。 33. 如申請專利範圍第I?項所述之建築材料,其中該微 球體與沒有添加微球體之相同配比製成的建築製品相 比’對最終製品之熱乾縮率造成影響,如此最終製品的熱 乾縮率是大於沒有微球體建築製品之熱乾縮率在5〇。/〇以 下0 34. 如申請專利範圍第17項所述之建築材料,其中該最 終製品的熱乾縮率約界於1 %與5 %之間。 35. 如申請專利範圍第17項所述之建築材料,其中更至 少包含火山灰。 第41貫 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公餐) ----------裝--------tT--------- (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制农 1238814 經濟部智慧財產局員工消費合作社印制农 A8 B8 C8 D8 、、申請專利範圍 ^~&quot; 36.如申請專利範圍第17項所述之建築材料,其中更至 少包含低容積密度矽酸鈣水化物。 37· 一種形成低密度建築材料之方法,該方法至少包含: 混合一含有水硬黏結劑、土矽砂、赛璐珞纖維、中空 陶微球體之纖維水泥配比與水,以製造泥漿; 處理該泥襞而成為一綠色成形物體;且 硬化該綠色成形物體以形成低密度建築材料,其中談 建築材料之密度為1.2g/cm3或更低,其中該中空陶微球體 維持該建築材料之水分膨脹率於〇·13 %_〇1 2%之間,且其 中該赛路珞纖維至少包含大於4%之纖維水泥配比總重之 重量百分比。 38·如申請專利範圍第37項所述之方法,其中更至少包 含混合添加劑與水硬黏結劑、土矽砂、纖維、中空陶微球 體與水,以製造該泥漿。 39·如申請專利範圍第37項所述之方法,其中更至少包 含混合低密度添加劑與水硬黏結劑、土矽砂、纖維、中空 陶微球體與水,以製造該泥漿。 40·如申請專利範圍第39項所述之方法,其中該低密度 添加劑包含石夕酸妈水化物。 第42頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公釐) (請先閱讀背面之注意事項再填寫本頁)6. Scope of patent application Compared with ^ products made with the same proportion of microspheres without adding microspheres, the water expansion rate of the final product is reduced by more than 100%. 31. The building materials described in item 17 of the scope of application for patents, wherein the microspheres have the largest increase compared to the construction products made with the same proportions without adding microspheres: the final product can be visually seen in the state of the melting cycle Number of cycles at the beginning of the erosion. 32. The construction material as described in item 17 of the scope of the patent application, wherein the microspheres have a reduced pore size after being subjected to several freeze-thaw cycles compared to the construction products made with the same proportions without the addition of microspheres Changes in distribution. 33. The building material described in item I? Of the scope of patent application, wherein the microspheres have an effect on the thermal shrinkage of the final product compared with the construction products made with the same proportions without the addition of the microspheres, so that the final The heat shrinkage of the product is greater than 50% of the heat dry shrinkage of the construction product without microspheres. / 〇 0 0 34. The building material described in item 17 of the scope of patent application, wherein the heat shrinkage shrinkage rate of the final product is between about 1% and 5%. 35. The building material described in item 17 of the scope of patent application, which at least contains volcanic ash. The 41st paper standard applies to the Chinese National Standard (CNS) A4 specification (210 X 297 meals) ---------- installation -------- tT -------- -(Please read the precautions on the back before filling out this page) Printed by the Consumers 'Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs 1238814 Printed by the Consumers' Cooperative of the Intellectual Property Bureau of the Ministry of Agriculture A8 B8 C8 D8 36. The building material according to item 17 of the scope of patent application, further comprising at least a low bulk density calcium silicate hydrate. 37. A method for forming a low-density building material, the method at least comprising: mixing a fiber-cement ratio and water containing a hydraulic binder, silica sand, celluloid fiber, and hollow ceramic microspheres to manufacture mud; treating the mud; And become a green shaped object; and harden the green shaped object to form a low-density building material, wherein the density of the building material is 1.2 g / cm3 or lower, wherein the hollow ceramic microsphere maintains the moisture expansion rate of the building material It is between 0.13% and 0.12%, and the Sailu fiber contains at least 4% by weight of the total weight of the fiber cement proportion. 38. The method according to item 37 of the scope of patent application, further comprising at least a mixed additive and a hydraulic binder, silica sand, fiber, hollow ceramic microspheres and water to manufacture the slurry. 39. The method according to item 37 of the scope of patent application, which further comprises at least a mixture of a low-density additive and a hydraulic binder, silica sand, fibers, hollow ceramic microspheres and water to manufacture the slurry. 40. The method as described in claim 39, wherein the low-density additive comprises hydrasic acid hydrate. Page 42 This paper size applies to China National Standard (CNS) A4 (210 X 297 mm) (Please read the precautions on the back before filling this page) 1238814 A8 B8 C8 D8 六、申請專利範圍 41. 如申請專利範圍第37項所述之方法,其中該低密度 建築材料具有介於〇·5〜1.2 g/cm3之密度。 42. 如申請專利範圍第37項所述之方法,其中該低密度 建築材料具有介於〇·9〜1;1 g/cm3之密度。 43. 如申請專利範圍第37項所述之方法,其中該物體是 以高壓蒸氣方式硬化。 44·如申請專利範圍第37項所述之方法,其中處理該泥 漿而成為一綠色成形物體至少包含利用Hatschek薄片製 程製造板材。 45·如申請專利範圍第17項所述之建築材料,其中該建 築製品為一概塾板材 (請先閲讀背面之注意事項再填寫本頁) · ------訂1111 — I— 經濟部智慧財產局員工消費合作社印製 第43頁 本紙張尺度適用中國國家標準(CNS)A4規格(210 X 297公餐)1238814 A8 B8 C8 D8 6. Scope of patent application 41. The method described in item 37 of the scope of patent application, wherein the low-density building material has a density between 0.5 and 1.2 g / cm3. 42. The method as described in item 37 of the scope of patent application, wherein the low-density building material has a density between 0.9 and 1; 1 g / cm3. 43. The method as described in claim 37, wherein the object is hardened by high pressure steam. 44. The method according to item 37 of the scope of patent application, wherein processing the slurry to form a green shaped object includes at least manufacturing a board using a Hatschek sheet process. 45 · The building material described in item 17 of the scope of the patent application, in which the building product is a general board (please read the precautions on the back before filling this page) · ------ Order 1111 — I— Ministry of Economic Affairs Printed by the Intellectual Property Bureau's Consumer Cooperatives, page 43. This paper size applies to China National Standard (CNS) A4 (210 X 297 meals)
TW90106004A 2000-03-04 2001-06-14 Fiber cement building materials with low density additives TWI238814B (en)

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