CN106012746A - 一种路面低噪抗滑的表面处理方法 - Google Patents

一种路面低噪抗滑的表面处理方法 Download PDF

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CN106012746A
CN106012746A CN201610535117.9A CN201610535117A CN106012746A CN 106012746 A CN106012746 A CN 106012746A CN 201610535117 A CN201610535117 A CN 201610535117A CN 106012746 A CN106012746 A CN 106012746A
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treatment method
surface treatment
antiskid
road
low noise
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陈际江
李晨光
扈利东
杨树人
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SHANDONG DASHAN ROAD&BRIDGE Co Ltd
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SHANDONG DASHAN ROAD&BRIDGE Co Ltd
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Priority to CN201610535117.9A priority Critical patent/CN106012746A/zh
Publication of CN106012746A publication Critical patent/CN106012746A/zh
Priority to US15/352,611 priority patent/US20170067211A1/en
Priority to CN201710552091.3A priority patent/CN107299586A/zh
Priority to CN201710552075.4A priority patent/CN107299576A/zh
Priority to CN201710551657.0A priority patent/CN107237231A/zh
Priority to CN201710552624.8A priority patent/CN107288002A/zh
Priority to CN201710552631.8A priority patent/CN107254826A/zh
Priority to CN201710551462.6A priority patent/CN107386036A/zh
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Abstract

本发明涉及路面养护薄层罩面技术领域，特别涉及一种路面低噪抗滑的表面处理方法。该表面处理方法，以公路为施工对象，其特征为：采用施工车辆对公路路面进行层间界面剂、改性乳化沥青、抗滑降噪材料、改性乳化沥青、表面保护剂的依次同步洒布，使公路路面形成2‑9mm的超薄罩面结构层。本发明耐用性、封水性和抗滑性好于含砂雾封层和微表处，行车噪音低于微表处和碎石封层，避免了碎石封层易出现飞石影响行车安全，克服了现有技术易出现片状脱落等问题，是一种施工快捷、性价比高的超薄表处技术。

Description

一种路面低噪抗滑的表面处理方法
（一）技术领域
本发明涉及路面养护薄层罩面技术领域，特别涉及一种路面低噪抗滑的表面处理方法。
（二）背景技术
路面超薄表处技术需求：目前国内公路新建项目放缓，大部分公路转入养护阶段和水泥路面需要进行白改黑。
目前常用的超薄表处技术有：含砂雾封层、稀浆封层、微表处、碎石封层、Novachip超薄磨耗层、环氧覆层等。这些技术虽能满足基本的功能需求，但不同程度地存在缺陷：含砂雾封层功能性弱，仅具备封水和美化路面的功能；稀浆封层和微表处噪音大、一出现片状脱落；碎石封层噪音大、易产生飞石、影响行车安全；Novachip超薄磨耗层和环氧覆层成本高，封闭施工时间长，影响交通等问题。
开发一种新型超薄表处技术具有广泛的市场需求。
（三）发明内容
本发明为了弥补现有技术的不足，提供了一种施工快捷、性价比高的路面低噪抗滑的表面处理方法。
本发明是通过如下技术方案实现的：
一种路面低噪抗滑的表面处理方法，以公路为施工对象，包括如下步骤：
（1）对施工路段进行封闭交通，局部病害处置、路面清扫；
（2）采用施工车辆对公路路面进行层间界面剂、改性乳化沥青、抗滑降噪材料、改性乳化沥青、表面保护剂的依次同步或异步洒/撒布，使公路路面形成2-9mm的超薄罩面结构层；
（3）待超薄罩面结构层干后，使用胶轮压路机碾压2-8遍，养生后开放交通。
本发明的更优技术方案为：
步骤（2）中，各材料的重量配比为，层间界面剂1-3份、改性乳化沥青6-20份、抗滑降噪材料20-50份、表面保护剂1-5份；采用施工车辆实现层间界面剂、改性乳化沥青、抗滑降噪材料、改性乳化沥青、表面保护剂多种材料的依次同步或异步洒/撒布，具有优异的路用性能。
所述改性乳化沥青由重量比为1-3:50-70:5-10:30-40的表面活性剂、沥青、改性剂和水混合乳化而成，其蒸发残留物性能指标优于常用的改性乳化沥青。
所述层间界面剂是依据截面化学原理所开发，含有表面活性剂、高分子粘结剂和沥青再生剂/水泥补强剂等材料，能够增强乳化沥青对原路面的渗透、再生老化沥青/补强水泥、提高层间粘结力，防止片状脱落。依据材料不同，分为沥青混凝土路面用和水泥混凝土路面用两种类型。
所述降噪抗滑材料是由玄武岩或辉绿岩石料（粒径1-8mm）配以高弹橡胶颗粒、水硬性胶凝材料制成的玄胶砼，满足抗滑性能且保证行车噪音低，提高了行车安全性和舒适性。
所述表面保护剂包括特种树脂、高分子粘结剂、防粘剂、表面活性剂、溶剂和水，具有固结表面石料、防粘、耐磨抗剪、耐高低温的功效，有效避免抗滑降噪材料磨损脱落和防止粘轮现象。
本发明耐用性、封水性和抗滑性好于含砂雾封层和微表处，行车噪音低于微表处和碎石封层，避免了碎石封层易出现飞石影响行车安全，克服了现有技术易出现片状脱落等问题，是一种施工快捷、性价比高的超薄表处技术。
（四）具体实施方式
实施例1：
采用改性乳化沥青20份作为粘结材料，配以2份层间界面剂、50份抗滑降噪材料及3份表面保护剂，施工方法：
（1）封闭交通：据确定的交通封闭方案进行交通管控；
（2）原有路面局部病害处置：进行灌缝、坑槽修补等；
（3）路面清扫：清理路面灰尘、泥块等杂物；
（4）低噪抗滑超表处施工：专用施工车辆进行“层间界面剂→改性乳化沥青→降噪抗滑材料→改性乳化沥青→表面保护剂”依上述顺序同步或异步多层施工；
（5）待表干后使用胶轮压路机碾压2-8遍；
（6）养生后开放交通。
实施例2：
采用改性乳化沥青10份作为粘结材料，配以2份层间界面剂、20份抗滑降噪材料及4份表面保护剂，施工方法同实施例1。
实施例3：
采用改性乳化沥青12份作为粘结材料，配以2份层间界面剂、30份抗滑降噪材料及3份表面保护剂，施工方法同实施例1。
实施例4：
采用改性乳化沥青15份作为粘结材料，配以2份层间界面剂、40份抗滑降噪材料及2份表面保护剂，施工方法同实施例1。

Claims (6)

1.一种路面低噪抗滑的表面处理方法，以公路为施工对象，其特征为，包括如下步骤：（1）对施工路段进行封闭交通，局部病害处置、路面清扫；（2）采用施工车辆对公路路面进行层间界面剂、改性乳化沥青、抗滑降噪材料、改性乳化沥青、表面保护剂的依次同步或异步洒/撒布，在公路路面上形成2-9mm的超薄罩面结构层；（3）待超薄罩面结构层干后，使用胶轮压路机碾压2-8遍，养生后开放交通。
2.根据权利要求1所述的路面低噪抗滑的表面处理方法，其特征在于：步骤（2）中，各材料的重量配比为，层间界面剂1-3份、改性乳化沥青6-20份、抗滑降噪材料20-50份、表面保护剂1-5份。
3.根据权利要求1所述的路面低噪抗滑的表面处理方法，其特征在于：所述改性乳化沥青由重量比为1-3:50-70:5-10:30-40的表面活性剂、沥青、改性剂和水混合乳化而成。
4.根据权利要求1所述的路面低噪抗滑的表面处理方法，其特征在于：所述层间界面剂含有表面活性剂、高分子粘结剂和沥青再生剂/水泥补强剂。
5.根据权利要求1所述的路面低噪抗滑的表面处理方法，其特征在于：所述降噪抗滑材料是由玄武岩或辉绿岩石料配以高弹橡胶颗粒、水硬性胶凝材料制成的玄胶砼。
6.根据权利要求1所述的路面低噪抗滑的表面处理方法，其特征在于：所述表面保护剂包括特种树脂、高分子粘结剂、防粘剂、表面活性剂、溶剂和水。
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