TW500749B - Calcium hydroxide as additive for improving the durability of asphalt pavements and for the production of drainage asphalt mixtures - Google Patents

Calcium hydroxide as additive for improving the durability of asphalt pavements and for the production of drainage asphalt mixtures Download PDF

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TW500749B
TW500749B TW089118227A TW89118227A TW500749B TW 500749 B TW500749 B TW 500749B TW 089118227 A TW089118227 A TW 089118227A TW 89118227 A TW89118227 A TW 89118227A TW 500749 B TW500749 B TW 500749B
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Taiwan
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mixture
adhesive
scope
patent application
hydrated lime
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TW089118227A
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Chinese (zh)
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Soo Loi See
Hai-Shan Xing
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Natsteel Technology Invest Pte
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Abstract

An additive for drainage mixes comprises hydrated lime. In one specific embodiment, the additive is hydrated lime of 80-100% Ca(OH)2 and has particle size distribution of 0.05-300 μm. In one preferred embodiment, the hydrated lime has a purity of around 80-100% Ca(OH)2, and a particle size distribution of around 8-12% in the range of 0.05-0.5 μm, 73-90% in the range of 0.5-75 μm and 0.5-7% in the range of 76-300 μm. According to another aspect, an improved drainage mix is provided containing aggregates, binders and hydrated lime.

Description

500749500749

之材料。尤其, 之瀝青鋪料的柯 本發明 料及其 本發明係關於用於製造瀝青鋪料 係關於用於製造具有良好排水性質 之使用方法。 I明it 一般用於鋪路的瀝青鋪料混合物包含三種主 粒料、遞青黏合劑及填料。粒料一般為㈣:丄礦物 寸的分級石材。填料為低於75微米之細小顆粒,= 石材粒料之間的空間或空隙。使用瀝 補在Of materials. In particular, the present invention of asphalt paving materials and the present invention relate to a method for producing asphalt paving materials and a method for producing a drainage material having good drainage properties. It is commonly used in asphalt pavement mixtures for road paving, which contains three main types of aggregates, greening binder and filler. Grain is generally graded stone of ㈣: 的 mineral. Fillers are small particles below 75 microns, = the space or void between stone particles. Use

合在-起。近年來,將聚合物或輪胎;= 混合物中。將此等成份混合在一㊣,以形成典型:= 約3-7%之空隙的舖料。一般將此等類型的混合 性混合物。 將馮在只 技藝中已知將水合石灰使用於密實性混合物鋪料上作為 礦物填料及防剝離劑。剝離係指結構喪失水份。在由國家 石灰協會(National Lime Associati〇n)(i 984)所出版的 先前技藝文件水合石灰於瀝青鋪料混合物中之用途(Use 〇 f H y d r a t e d L i m e i n A s p h a 11 P a v i n g M i X t u r e s)中,Close-in. In recent years, polymers or tires have been used; = in mixtures. Mix these ingredients in a stack to form a typical: = about 3-7% voided spread. This type of miscible mixture is generally used. It is known in Feng's art that hydrated lime is used as a mineral filler and anti-stripping agent on the compact mixture paving. Exfoliation refers to the loss of moisture from the structure. Use of Hydrated Lime in Asphalt Pavement Mixtures in a Previous Technical Document Published by the National Lime Associatión (i 984) (Use 〇f H ydrated Limein A spha 11 P aving M i X tures) in,

Kennedy論述剝離的機構並提出處理方法。此等方法包括 達到適當的密實化,以降低空氣空隙,因此而防止水份滲 透至混合物内;經由透過在地下水位上方之適當的鋪料高 度快速自鋪料移除表面水份,而提供適當的排水;或使用 處理材料以防止水份滲透。水合石灰係處理粒料之其中一 種最有效的方法。已有人提出石灰經由使鈣與粒料中之矽Kennedy discusses the divestiture mechanism and proposes a treatment. These methods include achieving appropriate densification to reduce air voids, thereby preventing water from penetrating into the mixture; providing rapid removal of surface moisture from the pavement through a suitable pavement height above the groundwater level to provide appropriate Drainage; or use treatment materials to prevent water penetration. Hydrated lime is one of the most effective methods for treating pellets. It has been proposed that the calcium

^9118227.ptd 第5頁 五、發明說明(2) 酸鹽鍵結,及經由 貝,而改良耐濕性 些情況中,在石灰 硬凝反應,而形成 生7 %之標的空氣空 石灰直接應用至渥 之耐濕性的有效方 已知為排水性混 混合物與密實性混 之空隙量較高,典 使用角形石材、經 特(Car i pha11e)) 其除去而達成。排 份直接排過鋪料結 件。再者,由於空 周圍環境的噪音污 於潮濕氣候或來自 密集城市中。然而 濕氣損壞,而導致 發明之概述 可能的交互作用或渥青之酸性部分的改 。在粒料具有於泥或黏土表面塗層的一 中之鈣與黏土中之氧化矽之間將^發 矽酸鈣。在此先前技藝報告中,使 隙的混合物進行測試,經證實當將入 月混合物時’其係一種改g、、麻主、θ 一 裡汉艮瀝青混合物 〇 合物之另一類型的瀝青鋪料。在排 合物之間的主要差異為在排水性鋪料中 型上係在約15-25%之範圍内。此係細 聚合物改質的瀝青黏合劑(例如加勒^ ’或自混合物減少微細的粒料成份或將 水性鋪料由於有高孔隙度,因而可使水 $,、因而可改良在潮濕天氣中的駕駛條 氣袋的緩衝作用,而可降低對於道路之 染。因此,此種類型的混合物特別有用 道路的噪音污染係一項環境顧慮的人口 ’其之咼孔隙度亦會使排水性鋪料易受 耐用性差。 根據一態樣,本發明提供一種供排水性混合物用之添加 劑,其包含水合石灰。在一特定具體例中,添加劑為Μ一 1 0 0% Ca(OH)2之水合石灰,且具有〇· 〇5 —3〇〇微米之顆粒大 小分佈。在一較佳具體例中,水合石灰具有大約8 〇〜1㈣%^ 9118227.ptd Page 5 V. Description of the invention (2) Acid salt bonding and the improvement of moisture resistance through shellfish. In some cases, the lime hardens and reacts to form a 7% air standard. It is known that the effective method of moisture resistance is that the void volume of the water-repellent mixture and the dense mixture is relatively high, and it is achieved by using angular stone and removing it through Car i pha11e). The fractions are directly passed through the paving joint. Furthermore, noise from the surrounding environment is polluted in humid climates or from dense cities. Moisture damage, however, leads to a summary of the invention. Possible interactions or modification of the acidic part of the green. Calcium silicate is formed between the calcium in one of the pellets having a coating on the surface of the mud or clay and the silicon oxide in the clay. In this prior art report, the interstitial mixture was tested and it was confirmed that when the mixture is to be introduced into the moon, it is a type of asphalt pavement that is modified from g, hemp, and θ-Hangan asphalt mixture. material. The main difference between the drains is in the range of about 15-25% for medium-sized drainage pavements. This series of fine polymer modified asphalt binders (such as Galle ^) or reduce the fine particle content from the mixture or the water-based paving due to the high porosity can make water $, thus improving the wet weather The cushioning effect of the airbag in the driving bar can reduce the road pollution. Therefore, this type of mixture is particularly useful for road noise pollution, which is an environmentally-concerned population. Its porosity will also make drainage The material is susceptible to poor durability. According to one aspect, the present invention provides an additive for a water-repellent mixture, which includes hydrated lime. In a specific embodiment, the additive is a hydrate of M—100% Ca (OH) 2 Lime, and has a particle size distribution of 0.05-300 microns. In a preferred embodiment, hydrated lime has about 80% to 1%

89118227.ptd 第6頁 5〇〇74989118227.ptd Page 6 5〇〇749

500749 ——---- 五、發明說明(4) -------—_____ 黏合劑混合成為混合 物壓實,以致形成含’ J、混。合物倒於路基上;及將混合 登之說明 至乂 1 5%空隙的排水性瀝青鋪料。 以下之詳細說明敘述用於每 具體例。然而,熟悉技蓺^ :本發明之基本原理的較佳 本發明,而不應將楚= 田明瞭以下之說明係要說明 在以下的說明及申請;論述於此的原,里。此外, 不特殊的成份或材料。& ,用特定的術語係用於指 2可能會以不同的名稱指:;=士 :當明•,不同的 名%不同,但功能並無不同成知。本文件並不打算在 論巧於Π專利範圍",術語以作區?。在以下的 八有」及「包含」係以 2」、「包括」、 此處所使用之;;==...」。 應將 隙值,且不容許顯著量:月鋪枓係指具有7%以下 抖係指具有15_25%之標的空纟過的鋪枓。排水性遞ς 料。 、值,以使水份可以4 月舖 士役實性混合物係指其所包含 夂舖 續混合方法混合,並鋪於 73 *以標準的抵 鋪料的瀝青混合物將可產生密實=連 以標準的批式或連續混人:D物係指其所包含< f青丨 可產生排水性遞青二 物並舖於路面=份當 空隙係指存在於成形舖料d… 了’將 型上係經由測量混合物的體積密度,:後;;j隙,其典 — 去由粒料及 $ 8頁 89!18227.ptd 五、發明說明(5) 黏合劑所彳上 填補在 據之體積而估計。填料係指添加至混合物,以 、材料石材粒料之間之空氣袋的微細材料。 伸強^的耐用性可經由測量馬歇爾(Marsha 11)安定性、拉 型對又、N,彈性模數、及耐濕氣損壞性而測定。混合物類 露斤於屬氣知壞的相對抵抗力可經由比較其在模擬天候暴 ^处理’包括德克薩斯沸騰試驗(Texas boiling test)及 ^軌跡試驗前後的結構性質而評估。德克薩斯沸騰試驗 “站合劑粒料之相對耐剝離性的視覺評估。 人如一或多個試驗結果顯示較無水合石灰添加劑之相同混 2有改良’則將具有水合石灰添加劑之混合物視為 良其耐用性。 可使用,準方法製造作為供根據本發明之排水性混 用之添加劑的水合石灰。在另一態樣中,C型水合石 為添加劑的最佳材料。以下說明各種類型的添加劑,^ y造方法,及其於排水性混合物中之用途。 /、 丞今1^_灰添加劑之、 參照圖/ ’根•本發明之水合石灰(Ca⑽)2) 用樑準的石灰加工技術製造。典型卜,甘4⑷』利 J ^ (CaCOs ± ^ ^(Ca〇; , Pt ^ 式消化而生成水a石灰Ca(〇H)2。有時再進行下木或k 工’以分粒及:除不純物。將此等非必需的步驟、二 不。下游加工的一種方法係使用空氣 虛線顯 分離。如有進行此步驟,則視粒度分佈而;所:細料 為A、B或C型水合石灰。 于的細料稱 89118227.ptd 第9頁 500749 五、發明說明(6) 圖2 A - C顯示三種類型之水合石灰顆粒之各顆粒大小分佈 的特定例子。在圖2 A所示之A型水合石灰的例子中,其有 範圍相當狹窄的粒度分佈,其中丨〇 〇 %的水合石灰顆粒皆在 〇 · 5 - 7 5微米之間。圖2 B所示之B型水合石灰例子顯示中間 的粒度分佈,其有大約93%在〇· 5-75微采之範圍内,及6% 在0.05-0.5微米之範圍内。圖2C所示之C型水合石灰例子 顯示最寬的粒度分佈,其有大約8 8 %在〇 · 5 - 7 5微米之範圍 内;10%在0· 05-0· 5微米之範圍内;及[5%在76 —3〇〇微米 之範圍内。表1顯示3種類型之水合石灰的一般範圍。500749 ——---- V. Description of the invention (4) -------— _____ The binder is mixed into a mixture and compacted, so that it contains ‘J, mixed. The mixture is poured onto the roadbed; and the description of the mixed asphalt is made to a drainage asphalt pavement with a gap of 5%. The following detailed description will be used for each specific example. However, familiar with the technology ^: the basic principles of the present invention is better, the present invention should not be Chu = Tian Ming The following description is to be explained in the following description and application; discussed in the original. In addition, there are no special ingredients or materials. &, using specific terms to refer to 2 may be referred to by different names:; = =: Dang Ming •, different names are different, but the function is not different. This document is not intended to be a coincidence with the scope of the patent. . In the following "have" and "include" are 2 "," include ", used here; == ...". The gap value should be set, and a significant amount is not allowed: monthly paving refers to a shop with a minimum of 7% jitter refers to an empty paving with a target of 15_25%. Drainage material. , Value, so that the water can be used in April, the actual mixture refers to the mixing method it contains, and spread on 73 * Asphalt mixture with a standard anti-paving material will produce a dense = even with the standard Batch type or continuous mixing: D means that it contains < f green, which can produce drainage and dicyanide and spread on the road = part. When the void refers to the existence of the forming material d ... It is estimated by measuring the bulk density of the mixture, after :; j-gap, its code — to be calculated from the volume of the pellets and $ 8 page 89! 18227.ptd V. Description of the invention (5) Filled with the adhesive. Filler refers to the fine material added to the mixture to make the air bag between the stone granules. The durability of elongation can be measured by measuring the stability of Marshall (Marsha 11), the tensile strength, N, the modulus of elasticity, and the resistance to moisture damage. The relative resistance of mixtures to genitals can be evaluated by comparing their structural properties before and after simulated weather storm treatments, including the Texas boiling test and the trajectory test. Texas Boiling Test "A visual assessment of the relative peel resistance of granules of a standing compound. If one or more of the test results show that there is an improvement over the same mixture without the hydrated lime additive, then the mixture with the hydrated lime additive is considered a mixture Good durability. It can be used in a quasi-method to produce hydrated lime as an additive for drainage mixed according to the present invention. In another aspect, type C hydrated stone is the best material for additives. The various types of additives are described below. ^ Y manufacturing method, and its use in drainage mixture. / 、 丞 今 1 ^ _ 的 ash additive, refer to the figure / 'Root • Hydrated Lime (Ca⑽) 2 of the present invention, using Liangquan lime processing technology Manufacture. Typical, Gan 4 ⑷ 利 Ca (CaCOs ± ^ ^ (Ca〇 ;, Pt ^) digestion to generate water a lime Ca (〇H) 2. Sometimes under the wood or k-engineering to separate the particles And: remove impurities. These non-essential steps, two no. One method of downstream processing is to use air dotted lines to separate significantly. If this step is performed, it depends on the particle size distribution; therefore: the fines are A, B or C Type hydrated lime. 89118227.ptd Page 9 500749 V. Description of the invention (6) Figure 2 A-C shows specific examples of the particle size distribution of three types of hydrated lime particles. In the example of type A hydrated lime shown in Figure 2 A It has a fairly narrow particle size distribution, among which 100% of the hydrated lime particles are between 0.5-75 microns. The type B hydrated lime example shown in Figure 2B shows the intermediate particle size distribution, which has About 93% is in the range of 0.5-75 micro-mining, and 6% is in the range of 0.05-0.5 microns. The type C hydrated lime example shown in Figure 2C shows the widest particle size distribution, which has about 88% In the range of 0.5-75 microns; 10% in the range of 0.05-0.5 microns; and [5% in the range of 76-300 microns. Table 1 shows 3 types of hydration The general range of lime.

Η 型 。杈佳的濃度為粒料之 單位乾重量粒料卜3%。^ 約2% 〇 項Η type. The best concentration is 3% of the dry weight of the pellets. ^ About 2% 〇 items

為實行本發 灰粉末及未經 量的0. 5-5% 。 的濃度為每單 技藝中已知 障壁。根據本 物之耐用性, 結果(未示出) 對所產生之鋪 明,可使用A、B 分粒的水合石灰 更佳的濃度為每 位乾重量粒料大 水合石灰會與瀝 發明’亦可使用 同時仍保有排水 顯示將水合石灰 料的結構性質造 =合物反應’而生成耐 水合石灰以改良排水性史 性混合物所必需的排水^ 添加至排水性混合物並不 成不利影響。In order to implement the hair ash powder and the amount of 0.5-5%. The concentration is known as a barrier per skill. According to the durability of this product, the result (not shown) is clear for the produced hydrated lime which can be divided into A and B particles. The better concentration is dry hydrated lime per dry weight of granules. The use of water while still retaining drainage shows that the structural properties of the hydrated lime material are reacted to form a hydrated lime to improve the drainage history of the historic mixture. The addition to the drainage mixture does not adversely affect it.

五、發明說明(7) 良排水性混人4‘ 可將 物,以改良所產/ σ根據本發明之排水性混合 另-較佳具體例中之:U :::-或多個結構性質。在 表2顯示根據本發明所势得之妯;;灰。 究。在此等例子巾,將每、單,·;斗甘之馬歇爾安定性的研 或c型水合石方“人將二早乾重1粒料2%乾重量之A、Β 法特(經聚人物^所3 . 之普通等級60/70瀝青或加勒 i 種類型的ΥΛΛ的·τ黏/船的排水性混合物中。使用3 安定性,心c/:人石二所產生之排水性鋪料的馬歇爾 I、八中c i水a石灰顯示增加的最高。 亦"r使f通及㈣合物改質之黏纟劑兩者的 回無性权數改良15-17%(結果未示出)。 表2 排水性混合物之 類型 水合石灰添加劑 之類型(2%) 在天候暴露程序之前, 相較於沒有添加劑之控 制組之馬歇爾安定性的 變化 經聚合物改質之 黏合劑 A型 +0·76kN (7·8%) 經聚合物改質之 黏合劑 B型 +2.15kN (22.0%) 經聚合物改質之 黏合劑 C型 +2.74kN (28.0%)V. Description of the invention (7) Good drainage and mixed people 4 'Can be used to improve the produced / σ The drainage of the mixture according to the present invention Another-preferred specific examples: U :::-or multiple structural properties . Table 2 shows the potential gains obtained according to the present invention; ash. Study. In these examples of towels, each, single, ·; Marshall ’s stable ground or c-type hydrated stone cubes, "people will be early in the morning dry weight 1 pellet 2% dry weight of A, B Fat Figure ^ So 3. Normal grade 60/70 pitch or Galle type ΥΛΛ · τ sticky / draining mixture in boat. Use 3 stability, heart c /: Drainage floor produced by human stone II It is expected that Marshall I and ci water a lime in Bazhong showed the highest increase. It also improved the asexual weights of both the f pass and the admixture modified adhesive by 15-17% (results not shown) Table 2 Types of drainage mixtures Types of hydrated lime additives (2%) Before the weather exposure procedure, the stability of the Marshall was changed compared to the control group without additives. Polymer modified adhesive type A + 0 · 76kN (7 · 8%) polymer modified adhesive type B + 2.15kN (22.0%) polymer modified adhesive type C + 2.74kN (28.0%)

500749 五、發明說明(8) 普通黏合劑 A型 +1. 38kN (15.4%) 普通黏合劑 B型 +1.35kN (15.0%) 普通黏合劑 C型 +2.77kN (30.8%) 使用水合石灰以改良排水性混合物之耐用性 加入:1 - 3 %之水合石灰,以改良排水性混合物對濕氣損壞 的耐用性。在較佳具體例中,使用2 %水合石灰。在最佳具 體例中,將2 % C型水合石灰加至排水性混合物。 進行實驗室模擬試驗以評估本發明之效用。所有試樣在 測試馬歇爾安定性及回彈性模數之前皆經1 2 0個週期之天 候暴露(每週期包含2小時的弄濕及2小時的乾燥)的處理。 表3顯示,將A、B或C型水合石灰加至含有4. 5%之普通等級 6 0/ 70黏合劑或經聚合物改質之黏合劑後,對回彈性模數 的影響。 表3 排水性混合物 之類型 水合石灰添加劑 之類型 在天候暴露程序之後, 相較於沒有添加劑之控 制組之回彈性模數的變 化 經聚合物改質之 黏合劑 無 -13% 經聚合物改質之 黏合劑 2% A型 +11.1% 經聚合物改質之 黏合劑 2% B型 + 68. 1°/〇500749 V. Description of the invention (8) Ordinary Adhesive Type A + 1.38kN (15.4%) Ordinary Adhesive Type B + 1.35kN (15.0%) Ordinary Adhesive Type C + 2.77kN (30.8%) Use hydrated lime to improve Durability of water-repellent mixtures Added: 1-3% hydrated lime to improve the durability of water-repellent mixtures against moisture damage. In a preferred embodiment, 2% hydrated lime is used. In the preferred embodiment, 2% Type C hydrated lime is added to the drainage mixture. Laboratory simulations were performed to evaluate the effectiveness of the invention. All samples were exposed to weathering (including 2 hours of wetting and 2 hours of drying) before 120 Mars before testing the Marshall stability and resilience modulus. Table 3 shows the effect on the resilience modulus after adding A, B or C type hydrated lime to a common grade 60/70 binder containing 4.5% or a polymer modified binder. Table 3 Types of drainage mixtures Types of hydrated lime additives After weather exposure procedures, the change in the modulus of resilience of the modified group compared to the control group without additives No polymer modified modifier -13% Polymer modified 2% A type + 11.1% polymer modified 2% type B + 68. 1 ° / 〇

89118227.ptd 第12頁 500749 五、發明說明(9) 型 +76. 9% 經聚合物改質之 黏合劑 __ 1. 1% +88:3% +25.5% 普通黏合劑 普通黏合劑 普通黏合劑 普通黏合劑 1~^ +37.9%— 次有水5灰W[黏 露處理後,回彈性模數有顯著的減小,而普合:暴 二二;=!:,類型的水合石灰二吏== #二iicW〗此合物兩者的回彈性模數產生明顯的89118227.ptd Page 12 500749 V. Description of the invention (9) +76. 9% polymer-modified adhesive __ 1. 1% +88: 3% + 25.5% ordinary adhesive ordinary adhesive ordinary adhesive Agent ordinary adhesive 1 ~ ^ + 37.9% —5 times water 5 ash W [After the treatment, the rebound modulus has a significant decrease, and general combination: storm 22; =!:, Type of hydrated lime 2 Official == # 二 iicW〗 The resilience modulus of the two compounds is obvious.

=二:Γ入 聚合物改質之黏合劑最為有效,而A 垔貝彳對曰=* 口劑取為有效。圖3A &3B更顯示普通黏合劑 ;i^;f;;;(reSlStant t〇= Two: Γ The polymer modification adhesive is the most effective, and A 垔 贝 彳 is effective. Figures 3A & 3B show more common adhesives; i ^; f ;; (reSlStant t〇

Li使ΐίΪ:劑相同的程度…,根據本發明之-::改質之;= ί性混合物以製造與經聚 灰添加的成本較;::=二生的排水性鋪料。… 由在普通的黏合劑上使用石灰f 一具f例中,本發明經 質之黏合劑相同之性能,而降:J::得J與經聚合物改 本。如需要進-步的性能增進,,ϋ::=製造的成( 體例將石灰添加劑加至習知之瘦2=,明之另-具 製造優良的排水性鋪料。 來口物改貝之混合物,以 試驗結果(未示出)亦顯示馬十 程序而有顯著的劣化。此外,如由圖二Li makes the same degree of agent ..., according to the present invention-:: modified; = cost of manufacturing a mixture compared with the addition of poly ash; :: = secondary drainage material. … From the use of lime f on an ordinary adhesive. In one example, the performance of the adhesive of the present invention is the same, and the decrease is: J :: Get J and modified by polymer. If you need to further improve the performance, ϋ :: = Manufactured by adding lime additives to the conventionally known thin 2 =, the other thing is-it has excellent manufacturing of drainage materials. The test results (not shown) also show significant degradation of the Ma Shi program. In addition, as shown in Figure 2

89118227.ptd 第13頁 50074989118227.ptd Page 13 500749

1文用尸/f有 驗所日不 ’。一 π w ^削宫1改良兩種類型之排丨 性混合物的耐用性。經發、 卜为 有效,而二種類型於經聚合物所 為 異。 吻改貝之黏合劑的性能則無差 表4顯示使用2% A、B或c刑氽人r七上 、 尺空水合石灰在相同之兩類刑μ 水性混合物上進行之彳Φ、支薩撕、、抱 ' -搞相别从u人 "羞斯’弗騰试知的結果。使用所有 二種類型的水合石方些古沾目於β Α 吓, 4^:人w Α 自有喊察到黏合劑塗布性能被改善。 如根據黏合劑塗料綠@百八^ 、 Μ你田斟t 4· 所作的視覺評估,沸騰試驗 的作用對較大尺寸的粒料更為 ^ ^ y , η ^ Tt尺馬顯者當未使用石灰時,軔 細的粒料傾向於較粗粒料更 ^ R士,+括#4* h ,、, 又1土地⑽^黏合劑。當使用石灰 ^, 、^ ;斗大小的相關性較不顯著。在三種類型之 ,1水3石灰具有最佳的性能。 表4 混合物中之 黏合劑的 類型 水合石灰添 加劑之類型 13. 0 9. 5 粒料, 4· 75 尺寸(m 1.18 m) 所有尺寸 經聚合物改質 無 80% 8 5% 85% 85% 100% 經聚合物改質 2% A型 95% 9 5% 95% 98% 98% 、經聚合物改質 2% B型 95% 9 0% 95% 95% 98% 經聚合物改質 2% C型 98% 9 5% 98% 98% 98% _^JtG60/70 70% 6 0% 85% 90% 95% 普通G60/70 —~~~-- J 通 G60/70 _2°/〇 90% 9 0% 100% 100% 98% 2% B型 100% 9 5% 95% 95% 98% 普通G60/70 ^ L----- 2 % C型 100% 10 0% 100% 100% 100%One corpse / f has a laboratory day '. A π w ^ cut palace 1 improves the durability of the two types of row mixtures. Warp hair and cloth are effective, while the two types are different from warp polymers. The performance of the adhesives for kisses is the same. Table 4 shows the use of 2% A, B, or c. "Tear, hold"-the result of trying to separate from the U-ren's "Shams' Furten". Using all two types of hydrated stones, some ancient stains on β Α scare, 4 ^: man w Α has observed that the adhesive coating performance is improved. For example, according to the visual evaluation made by the adhesive coating green @ 百八 ^, Μ 你 田 聪 t 4 ·, the effect of the boiling test on the larger size pellets is more ^ y, η ^ Tt ruler when not used When lime is used, the finer granules tend to be more dense than the coarser granules. When using lime ^, ^; the correlation of bucket size is less significant. Of the three types, 1 water 3 lime has the best performance. Table 4 Types of binders in the mixture Types of hydrated lime additives 13. 0 9. 5 Granules, 4.75 Size (m 1.18 m) All sizes modified by polymer without 80% 8 5% 85% 85% 100 % Polymer modified 2% A type 95% 9 5% 95% 98% 98%, polymer modified 2% B type 95% 9 0% 95% 95% 98% polymer modified 2% C Type 98% 9 5% 98% 98% 98% _ ^ JtG60 / 70 70% 6 0% 85% 90% 95% Ordinary G60 / 70-~~~-J Tong G60 / 70 _2 ° / 〇90% 9 0% 100% 100% 98% 2% Type B 100% 9 5% 95% 95% 98% Normal G60 / 70 ^ L ----- 2% Type C 100% 10 0% 100% 100% 100%

第14頁 五、發明說明(11) 圖3 A及3 B顯示於根撼太 4· 5%普通等級60/7〇黏* ^ =製造之鋪料上相車交於具有 劑(圖3 A)之普通排水性混合^3B)或經聚合物改質之黏合 水合石灰添加劑的兩種排水:、、θ入=九::驗結果。没有 產生失效的徵兆。添加任何=二,士車輪軌跡試驗中皆 排水性混合物的耐轍 員m合石灰皆可改良兩種 深度經由利用水合石灰添λ,於兩種類型的混合物,車轍 有經聚合物改質之黏合劑d?:大約-半,且對於具 ,及對具有普通黏合劑之、'θ = s直至6, 〇〇〇個車輪經過 未觀察 '到失效的徵兆。:物直至5,0 0 0個車輪經過, 聚合物改質之黏合劑人三種類型的添加劑對於具有經 石灰於普通黏合劑混人:;物皆同等有效,且B和c型水合 石灰添加方物中的表現較A型佳。 水合石灰可以各種方式 合方法之-些非限制性例子〇至排水性混合物。以下說明混 f施例1 (a) 將潮濕或濕的粒料輸送至 工廠。 (b) 將乾的水合石灰加、“ °〇 粒料。 i尚未經歷乾無程序之濕或潮濕的 (:;混t物一起於乾燥機中乾燥。 (乾煉的混合物裝入熱的箱中,在此控制其粒度 寺級。 (e) 將準確篁之指定等級的粒料釋放至批式混合器中。 (f) 於批式混合器中混合。Page 14 V. Description of the invention (11) Figures 3 A and 3 B are shown in Genta 4.5% ordinary grade 60/70. Sticky ^ = The manufactured materials are handed over to the agent (Figure 3 A ) Of ordinary drainage mixture ^ 3B) or two kinds of drainage of polymer-modified cemented hydrated lime additives: ,, θ = = nine :: test results. No sign of failure. Adding any two = two, the rut-resistant mite lime, which is a water-repellent mixture in the wheel track test, can improve both depths. By using hydrated lime to add λ to the two types of mixtures, the rut has a polymer modified bond Agent d ?: about -half, and for tools, and for those with ordinary adhesives, 'θ = s up to 6,000 wheels passed unobserved' signs of failure. : Objects up to 5,000 wheels, polymer-modified adhesives. Three types of additives are mixed with lime and ordinary adhesives: objects are equally effective, and type B and c hydrated lime are added. The performance in the cube was better than that of type A. Hydrated lime can be used in a variety of ways, some non-limiting examples, to drainage mixtures. The following is a description of Example 1 (a) Moist or wet pellets are delivered to the plant. (b) Add dry hydrated lime to "°° pellets. i Wet or moist (:; mixtures that have not undergone dry and no procedures are dried together in a dryer. (The dried mixture is placed in a hot box (E) Release the granules of the specified grade to the batch mixer. (F) Mix in the batch mixer.

89118227.ptd 500749 五、發明說明(12) (g ) 摻入軟化黏合劑。 (h )將混合物倒於指定的磨損道路上,並將磨損道路壓實 至期望的壓實度。 實施例2 將乾的水合石灰加至濕或潮濕的粒料,然後將少量水喷 於混合物上,隨後進行實施例1之步驟(c )至(h )。 實施例3 將少量水喷於濕粒料上,然後加入乾的水合石灰,隨後 進行實施例1之步驟(c )至(h )。 實施例4 將水合石灰淤漿喷於潮濕粒料上直至達到期望濃度,隨 後進行實施例1之步驟(c)至(h)。 實施例5 將乾的水合石灰加於先前經歷普通乾燥程序的乾粒料 上,即在實施例1之步驟(a)至(f )之後。然後將軟化瀝青 黏合劑加至石灰-粒料混合物,即實施例1之步驟(g )至 (h)。 實施例6 將乾的水合石灰直接加入至軟化瀝青黏合劑中,隨後進 行實施例1之步驟(a)至(h)。 實施例7 將生石灰粉末與濕粒料混合,並喷灑一些水,以使生石 灰完全水合。然後進行實施例1之步驟(a)至(h)。 雖然本發明經特別參照前述類型的水合石灰及排水性混89118227.ptd 500749 V. Description of the invention (12) (g) Blended with softening adhesive. (h) Pour the mixture on the designated wear road and compact the wear road to the desired degree of compaction. Example 2 Dry hydrated lime was added to the wet or moist pellets, and then a small amount of water was sprayed on the mixture, followed by steps (c) to (h) of Example 1. Example 3 A small amount of water was sprayed on the wet pellets, and then dry hydrated lime was added, followed by steps (c) to (h) of Example 1. Example 4 The hydrated lime slurry was sprayed on the wet pellets until the desired concentration was reached, and then steps (c) to (h) of Example 1 were performed. Example 5 Dry hydrated lime was added to dry granules previously subjected to a common drying procedure, that is, after steps (a) to (f) of Example 1. The softened asphalt binder was then added to the lime-particulate mixture, that is, steps (g) to (h) of Example 1. Example 6 Dry hydrated lime was directly added to the softened asphalt binder, and then steps (a) to (h) of Example 1 were performed. Example 7 Quick lime powder was mixed with wet granules, and some water was sprayed to completely hydrate the raw lime. Steps (a) to (h) of Example 1 are then performed. Although the present invention refers specifically to the aforementioned types of hydrated lime and drainage

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合物作 將其視 及材料 用途。 圍’而 灰使用 二價陽 可被視 之經改 其包括 瀝青公 成或天 用之類 說明,但 作對本發 具有在需 熟悉技藝 考慮許多 作為在排 離子的其 為係相等 貝的黏合 ’但不限 司(Ameri 然橡膠改 型的黏合 應明瞭 明的限 要製造 人士當 的變化 水性混 他驗性 材料。 劑包含 於,經 can Gi 質的黏 劑包括 附圖及結 制。此外 耐用排水 可不脫離 及修改。 合物中之 材料諸如 除了加勒 於根據本 硬瀝青改 1 son i te 合劑,或 ,但不限 果係僅供說明用,而不應 ’清楚可見本發明之方法 性混合物之許多應用中的 所說明之發明的精神及範 舉例來說,雖然將水合石 本添加劑的例子,但具有 白雲石石灰及氫氧化錤, 法特之外,可將其他類型 發明之排水性混合物中。 質的黏合劑(購自美國硬 Co·)之硬瀝青)、及經合 其組合。根據本發明可使 於等級40/50、60/ 70、Use it as a material. "The use of divalent anodes can be regarded as modified. It includes descriptions of asphalt compounds or natural use, but for the present, it is necessary to be familiar with the technology. Considering many of the bonding as equivalent ions in the row of ions." But not limited to the company (Ameri Natural rubber modified adhesive should be clearly limited to the manufacturer's changes in water-based mixed materials. The agent is included in the can Gi quality adhesive including drawings and structure. In addition, durable The drainage can not be separated and modified. The materials in the composition, such as in addition to Galle, are modified in accordance with this hard asphalt, or, but are not limited to the purpose of illustration, and should not 'clearly see the method of the present invention The spirit and scope of the illustrated invention in many applications of mixturesFor example, although hydrated stone is an example of the additive, it has dolomite lime and thorium hydroxide. In addition to fat, other types of inventions can be used as drainage mixtures. Medium-quality adhesive (hard pitch purchased from American Hard Co.) and its combination. According to the present invention, it is possible to make grades 40/50, 60/70,

80/100、120/150或其組合。可將各種類型之經改質或普 通的黏合劑與適當的礦物粒料及石灰添加劑混合,以製造 根據本發明之改良的排水性混合物及鋪料。80/100, 120/150, or a combination. Various types of modified or common binders can be mixed with suitable mineral pellets and lime additives to make improved drainage mixtures and paving materials according to the present invention.

500749 圖式簡單說明 圖1係顯示水合石灰之習知製造方法的示意圖。 圖2A-C分別顯示A-C型水合石灰顆粒之顆粒大小分佈。 圖3A及B顯示在根據本發明所製造之鋪料上相較於一般 之含有加勒法特(圖3A)或普通等級6 0/ 70黏合劑(圖3B)之 排水性混合物的車輪執跡試驗(w h e e 1 t r a c k i n g t e s t )結 果0 Φ500749 Brief description of drawings Figure 1 is a schematic diagram showing a conventional manufacturing method of hydrated lime. Figures 2A-C show the particle size distribution of A-C type hydrated lime particles, respectively. Figures 3A and B show wheel tracks on a pavement made in accordance with the present invention compared to a conventional water-repellent mixture containing Garefat (Figure 3A) or a common grade 60/70 adhesive (Figure 3B). Test (whee 1 trackingtest) result 0 Φ

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Claims (1)

500749 皇號 六、申請專利範圍500749 Emperor 其包含 9L 5. 24 修正本 水合石性混合物耐用性之添加劑 2如申咬石灰具有純度5〇~99%之Ca(〇H\ 4勿ϊϋίΓ圍第1項之添加劑,其中,該排水性混 〇物更匕3石材粒料及黏合劑。 其中,該黏合劑係 其中,該黏合劑係 3·如申請專利範圍第2項之添加劑 為普通黏合劑或經改質黏合劑。 4·如申請專利範圍第3項之添 為曰通專級40/50黏合劑、普通等級6〇/7〇黏合劑、普通 級80/100黏合劑、旅補莖妨a 併 如口剎曰通羊級1 20/ 1 5 0黏合劑、經硬瀝青改 貝之黏a [合成橡膠改質之黏合劑、經天然橡膠改質 之黏合劑、經聚合物改質之黏合劑或加勒法特 (cariphalte) ° 5 ·如申請專利範圍第1至4項中任一項之添加劑,其中, 該水合石灰具有純度80 —99% iCa(〇H)2。 ’、 6·如申請專利範圍第丨至4項中任一項之添加劑,其中, 該水合石灰具有8 —12 %在0.05-0.5微米之範圍内,73-90% 在〇·5-75微米之範園内及〇·5 —7%在76 —3〇〇微米之範圍内°的 顆粒大小分佈。 7 ·如申請專利範園第1至4項中任一項之添加劑,其中, 該排水性混合物係用於製造含有至少1 5%空隙之瀝青鋪 料。 8 · —種供用於製造瀝青鋪料之排水性混合物之添加劑, 該添加劑基本上係選自包括水合石灰、氫氧化鎂及白雲 石;該水合石灰具有純度50-99°/。之Ca(OH)2。It contains 9L 5. 24 additives to modify the durability of the hydrated lithic mixture. 2 If the bite lime has a purity of 50 ~ 99% of Ca (〇H \ 4 不 ϊϋίΓ, the additive of item 1), among which the drainage mixed 〇 物 更 agger 3 stone granules and adhesives. Among them, the adhesive is among them. 3. If the additive in the scope of patent application No. 2 is an ordinary adhesive or modified adhesive. 4. If applying for a patent The third item in the scope is the Yuetong Specialty 40/50 adhesive, the ordinary grade 60/70 adhesive, the ordinary 80/100 adhesive, the travel tonic stem a, and such as the mouth brake Tongtong Grade 1 20 / 1 5 0 adhesive, adhesive modified by hard asphalt a [adhesive modified by synthetic rubber, adhesive modified by natural rubber, adhesive modified by polymer or cariphalte) ° 5. The additive according to any one of items 1 to 4 in the scope of patent application, wherein the hydrated lime has a purity of 80-99% iCa (〇H) 2. The additive of any one, wherein the hydrated lime has 8-12% in the range of 0.05-0.5 microns, and 73-90 % Particle size distribution in the range of 0.5 to 75 micrometers and 0.5 to 7% in the range of 76 to 300 micrometers. Additives, wherein the drainage mixture is used to make asphalt paving materials with at least 15% voids. 8-An additive for drainage mixtures used to make asphalt paving materials, the additives are basically selected from the group consisting of hydration Lime, magnesium hydroxide and dolomite; the hydrated lime has a Ca (OH) 2 with a purity of 50-99 ° /. 500749 ---^ 8911 «997_年月日__你 ΓΡ 一-- 六、申請專利範圍 9 ·如申請專利範圍第8項之添加劑,其中,該排水性混 合物包含至少15%空隙。 I 0 ·如申請專利範圍第8或9項之添加劑,其中,該水合 石灰具有純度80-99%之0&(01〇2。 II ·如申請專利範圍第8或9項之添加劑,其中,該水合 石灰具有8-1 2%在〇· 〇5-〇· 5微米之範圍内,73-90%在 〇· 5-75微米之範圍内及〇· 5一7%在76 —3 0 0微米之範圍内的顆 粒大小分佈。 1 2 · —種用於製造排水性瀝青鋪料之混合物,其包含礦 物粒料、黏合劑及水合石灰;該水合石灰濃度為〇 · 5 - 5 %及 具有純度50-99%之Ca(OH)2。 1 3·如申請專利範圍第丨2項之混合物,其中,該黏合劑 係為普通黏合劑或經改質黏合劑。 1 4 ·如申睛專利範圍第1 3項之混合物,其中,該黏合劑 係為普通等級40/50黏合劑、普通等級60/70黏合劑、普通 等級80/ 1 00黏合劑、普通等級1 20/ 1 50黏合劑硬/主^ 改質之黏合劑、經合成橡膠改質之黏合劑、統 & @ w 、、二天然橡膠改 質之黏合劑、經聚合物改質之黏合劑或加勒法特。 ^叹 15.如申請專利範圍第12至14項中任一項之、、/ &匕D物,甘 中,該混合物可製造含有至少1 5%空隙之排水祕 具 料。 【吐壢青舖 其 其 1 6 ·如申請專利範圍第1 2至1 4項中任一項之、、曰 、 代匕合物 中,該黏合劑為該混合物之4-5%體積/體積。 1 7 ·如申請專利範圍第1 2至1 4項中任一項之 >、昆人$500749 --- ^ 8911 «997_ 年月 日 __ 你 ΓΡ 1-6. Application for Patent Scope 9 • For the additive in the scope of Patent Application No. 8, wherein the drainage mixture contains at least 15% voids. I 0 · If the additive is in the scope of patent application No. 8 or 9, wherein the hydrated lime has a purity of 80-99% 0 & (01〇2. II. If the additive in the scope of patent application No. 8 or 9 is, The hydrated lime has 8-1 2% in the range of 0.05-0.5 μm, 73-90% in the range of 0.5-75 μm and 0.5-7% in 76-3 0 0 Particle size distribution in the range of micrometers. 1 2 · —A mixture for the production of drainage asphalt paving, which contains mineral pellets, binders and hydrated lime; the concentration of hydrated lime is 0.5-5% and has Ca (OH) 2 with a purity of 50-99%. 1 3 · As in the mixture of patent application No. 丨 2, wherein the adhesive is an ordinary adhesive or a modified adhesive. 1 4 · If you apply for a patent The mixture of item 13 in the range, wherein the adhesive is ordinary grade 40/50 adhesive, ordinary grade 60/70 adhesive, ordinary grade 80/1 00 adhesive, ordinary grade 1 20/1 50 adhesive hard / Main ^ Modified Adhesive, Synthetic Rubber Modified Adhesive, T & @ w 、, 2 Natural Rubber Modified Adhesive, Polymer modified adhesive or Calafate. ^ Sigh 15. If any one of the claims 12 to 14 of the scope of the patent application, and & D, the mixture can be manufactured to contain at least 1 5% voiding secretion material. [Tu Qing Qing Pu its 16 · As in the application of any one of the 12 to 14 scope of the patent application, the adhesive is the 4-5% volume / volume of the mixture. 1 7 · As in any one of items 12 to 14 of the scope of patent application > 89118227.ptc 第20頁 修正89118227.ptc page 20 correction 、申請專利範圍 中 ’該水合石灰濃度為每該粒料之乾重丨.5-2. 5%。 8.如申請專利範圍第1 2至1 4項中任一項之混合物,其 ’該水合石灰具有純度80-99%之Ca(OH)2。 、 1 9 ·如申請專利範圍第1 2至1 4項中任一項之混合物,其 ^ ’讀水合石灰具有8-12%在0·05-0·5微米之範圍内, 9〇%在0.5-75微米之範圍内及〇.5-7°/。在76-30 0微米之$々 圍内的顆粒大小分佈。 已 2 〇 板—種用於製造排水性瀝青鋪料之混合物,包括確物 =料、經聚合物改質之黏合劑及基本上選自包括水合石 广、氫氧化鎂及白雲石之添加劑;該水合石灰濃度為 •5〜5%及具有純度5〇 —99%之Ca(〇H^。 。2 1 ·如申請專利範圍第20項之混合物,其中,該混合物 可製造包含至少1 5%空隙之排水性瀝青鋪料。 2 2 ·如申請專利範圍第2 〇或2丨項之混合物 合劑為該混合物之4-5%體積/體積。 23·如申請專利範圍第20或21項之混合物 &石灰濃度為每該粒料之乾重1. 5-2. 5°/〇。 2 4·如申請專利範圍第2〇或21項之混合物 合石灰具有純度80-99%之Ca(OH)2。 2 5 ·如申請專利範圍第2 〇或2 1項之混合物 合石灰具有8-12%在〇· 05-0· 5微米之範圍内 _ vu/u 在〇· 5-75微米之範圍内及〇· 5-7%在76-30 0微米之範圍内 顆粒大小分佈。 、 2 6 · —種排水性瀝青鋪料之製造方法,包括: 中 中 其中,該黏 其中,該水 其中,該水 其中,該水73-90%5% of the scope of patent application ‘The hydrated lime concentration is dry weight 丨. 5-2. 5% per pellet. 8. The mixture according to any one of claims 12 to 14 in the scope of patent application, wherein the hydrated lime has Ca (OH) 2 having a purity of 80-99%. 1, 9 · If the mixture of any one of items 12 to 14 of the scope of the patent application, its hydrated lime has 8-12% in the range of 0.05-0.5 micron, 90% in Within the range of 0.5-75 microns and 0.5-7 ° /. Particle size distribution in the range of 76-30 μm. 20 boards-a mixture used to make drainage asphalt paving materials, including solid materials, polymer-modified binders, and additives selected from the group consisting of hydrated hydrate, magnesium hydroxide, and dolomite; The hydrated lime has a concentration of 5 to 5% and a Ca (〇H ^ with a purity of 50-99%. 2 1) The mixture according to item 20 of the patent application scope, wherein the mixture can be manufactured to contain at least 15% Drainage asphalt pavement with voids. 2 2 · If the mixture in the scope of patent application No. 20 or 2 丨 the mixture mixture is 4-5% volume / volume of this mixture. 23 · If the scope of patent application is in the scope of 20 or 21 & Lime concentration is 1.5-2. 5 ° / 0 per dry weight of the granules. 2 4.As the mixture of patent application No. 20 or 21, the combined lime has a Ca (OH) purity of 80-99%. ) 2. 2 5 · If the application of the patent application range of 20 or 21 of the mixture of hydrated lime has 8-12% in the range of 0. 05-0. 5 microns _ vu / u in the range of 0. 5-75 microns Particle size distribution within the range of 0.5 to 7% within the range of 76 to 30 microns. 2 ··· A method for manufacturing drainage asphalt paving, including: Medium Medium where the sticky among which the water among which the water among which the water is 73-90% 500749 案號 89118227 Λ:_ 曰 修正 六、申請專利範圍 將水合石灰、礦物粒料及黏合劑混合成混合物; 將該混合物倒於路基上;及 將混合物壓實,以致形成含有至少1 5%空隙的排水性瀝 青鋪料;該水合石灰具有純度50-9 9%之Ca(0H)2。500749 Case No. 89118227 Λ: _ Amendment VI. Patent application scope Mix hydrated lime, mineral pellets and binders into a mixture; pour the mixture on the roadbed; and compact the mixture so that it contains at least 15% voids Drainage asphalt paving; this hydrated lime has Ca (0H) 2 with a purity of 50-9 9%. 89118227.ptc 第22頁89118227.ptc Page 22
TW089118227A 1999-10-14 2000-09-06 Calcium hydroxide as additive for improving the durability of asphalt pavements and for the production of drainage asphalt mixtures TW500749B (en)

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