GB/T 24725-2024 突起路标

ICS

03.220.20

CCS

R80

中华人民共和国国家标准

GB/T24725—2024

代替GB/T24725—2009，GB/T19813—2005

突起路标

Raisedpavementmarkers

2024-08-23发布2024-12-01实施

国家市场监督管理总局发布

国家标准化管理委员会

GB/T24725—2024

目次

前言

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Ⅲ

1

范围

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1

2

规范性引用文件

······················································································

1

3

术语和定义

···························································································

1

4

分类与组成

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2

4.1

分类

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2

4.2

组成

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3

5

技术要求

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3

5.1

逆反射式突起路标

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3

5.2

主动发光式突起路标

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7

5.3

组合式突起路标

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10

6

试验方法

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11

6.1

试验条件

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11

6.2

外观

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11

6.3

外形尺寸

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11

6.4

光学性能

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11

6.5

色度性能

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12

6.6

机械性能

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12

6.7

耐磨损性能

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14

6.8

耐溶剂性能

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14

6.9

密封性能

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14

6.10

碎裂后状态

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14

6.11

电源适应性

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14

6.12

环境适应性能

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15

6.13

金属反射膜附着性能

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15

6.14

耐机械振动性能

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16

6.15

耐循环盐雾性能

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16

6.16

耐候性能

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16

7

检验规则

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16

7.1

检验分类

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16

7.2

组批

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18

7.3

抽样

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18

7.4

判定

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18

8

标志、包装、运输和贮存

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18

Ⅰ

GB/T24725—2024

8.1

标志

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18

8.2

包装

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18

8.3

运输

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18

8.4

贮存

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18

附录A（资料性）逆反射式突起路标结构及原理

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19

A.1

逆反射式突起路标光学测试原理

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19

A.2

逆反射原理

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19

附录B（规范性）逆反射体抗冲击试验方法

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21

B.1

试验装置

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21

B.2

试验步骤

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21

附录C（规范性）突起路标耐磨损性能试验方法

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22

C.1

总则

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22

C.2

试验装置

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22

C.3

试验用砂

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22

C.4

试验环境

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22

C.5

试验步骤

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22

C.6

试验试装置校准

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23

C.7

试验装置的修正

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23

Ⅱ

GB/T24725—2024

前言

本文件按照GB/T1.1—2020《标准化工作导则第1部分：标准化文件的结构和起草规则》的规

定起草。

本文件代替GB/T24725—2009《突起路标》和GB/T19813—2005《太阳能突起路标》，本文件

以GB/T24725—2009为主，整合了GB/T19813—2005的内容，与GB/T24725—2009相比，除结

构调整和编辑性改动外，主要技术变化如下：

a）删除了逆反射器、定向透镜、全向透镜、钢化玻璃、永久突起路标、临时突起路标、亮度因数

的术语和定义（见2009年版的3.2、3.3、3.4、3.5、3.6、3.7、3.8）；

b）增加了逆反射、逆反射体、入射角、观测角、发光强度系数和突起路标的术语和定义（见3.1、

3.3、3.4、3.5、3.6、3.7）；

c）更改了分类（见4.1，GB/T24725—2009的4.1）；

d）删除了型号标记（见GB/T24725—2009的4.3）；

e）增加了主动发光式突起路标的技术要求（见5.2）；

f）增加了组合式突起路标的技术要求（见5.3）；

g）增加了耐久性测试方法（见6.11.3.2）。

请注意本文件的某些内容可能涉及专利。本文件的发布机构不承担识别专利的责任。

本文件由全国交通工程设施（公路）标准化技术委员会（SAC/TC223）归口。

本文件起草单位：交通运输部公路科学研究所、中路高科交通检测检验认证有限公司、北京中交华

安科技有限公司、云南省交通运输综合行政执法局工程质量监督支队。

本文件主要起草人:王磊、张智勇、彭雷、韩越、白媛媛、龚柏岩、李伟、苏鹤俊、朱传征、

王玮、刘燕飞、刘德华、阙飚。

本文件及其所代替文件的历次版本发布情况为：

—2009年首次发布为GB/T24725—2009；

—本次为第一次修订，修订时，并入了GB/T19813—2005《太阳能突起路标》的内容。

Ⅲ

GB/T24725—2024

突起路标

1范围

本文件规定了突起路标的分类与组成、技术要求、检验规则，以及标志、包装、运输和贮存等要

求，描述了突起路标的试验方法。

本文件适用于道路上设置的突起路标的生产、使用和检验，其他场所设置的突起路标参照使用。

2规范性引用文件

下列文件中的内容通过文中的规范性引用而构成本文件必不可少的条款。其中，注日期的引用文

件，仅该日期对应的版本适用于本文件；不注日期的引用文件，其最新版本（包括所有的修改单）适用

于本文件。

GB/T191包装储运图示标志

GB/T2423.1电工电子产品环境试验第2部分:试验方法试验A:低温

GB/T2423.2电工电子产品环境试验第2部分:试验方法试验B:高温

GB/T2423.3环境试验第2部分：试验方法试验Cab：恒定湿热试验

GB/T3978—2008标准照明体和几何条件

GB/T3979物体色的测量方法

GB/T7922照明光源颜色的测量方法

GB/T18833—2012道路交通反光膜

GB/T22040公路沿线设施塑料制品耐候性要求及测试方法

GB/T26377逆反射测量仪

JT/T688—2022逆反射术语

JT/T690逆反射体光度性能测量方法

3术语和定义

JT/T688—2022界定的以及下列术语和定义适用于本文件。

3.1

逆反射retroreflection

反射光从接近入射光的反方向返回的一种反射。

注：当入射光方向在较大范围内变化时，仍能保持这种性质。

[来源：JT/T688—2022，3.1，有修改]

3.2

逆反射元retroreflectiveelement

产生逆反射的最小光学单元。

[来源：JT/T688—2022，3.2]

3.3

逆反射体retroreflector

具有逆反射性能的反光面或器件。

1

GB/T24725—2024

[来源：JT/T688—2022，3.4]

3.4

入射角entranceangle

β

照明轴与逆反射体轴之间的夹角。

注：入射角通常不大于90°，但考虑完整性将其规定为0°≤β≤180°。在CIE角度计系统中被分解为β1和β2两个

分量。

[来源：JT/T688—2022，4.16]

3.5

观测角observationangle

α

照明轴与观测轴之间的夹角。

注：观测角不为负值，一般小于10°，多数情况下小于2°。全部范围定义为0°≤α＜180°。

[来源：JT/T688—2022，4.19]

3.6

发光强度系数coefficientofluminousintensity

RI

逆反射体在观测方向的发光强度与逆反射体垂直于入射光方向的平面上的光照度之比。

I

RI=

E⊥

式中：

RI─发光强度系数，单位为坎德拉每勒克斯（cd·lx-1）；

I─发光强度，单位为坎德拉（cd）；

E⊥─光照度，单位为勒克斯（lx）。

[来源：JT/T688—2022，3.5]

3.7

突起路标raisedpavementmarkers

安装于路面用于标示车道分界、边缘、分合流、弯道、危险路段、路宽变化、路面障碍物位置等的

反光体、发光体或既反光又发光的凸块。

注：突起路标是固定于路面上起标线作用的突起标记块，用来标记对向车行道分界线、同向车行道分界线、车行道

边缘线等，也用来标记弯道、进出口匝道、导流标线、道路变窄、路面障碍物等危险路段。

4分类与组成

4.1分类

4.1.1突起路标按功能分为以下3类：

a）逆反射式突起路标，具备逆反射功能，不具备主动发光功能；

b）主动发光式突起路标，具备主动发光功能，不具备逆反射功能；

c）组合式突起路标，既具备逆反射功能，也具备主动发光功能。

4.1.2具有逆反射功能的突起路标按逆反射元分为微棱镜型（以下简称“A1类”）、定向透镜型（以

下简称“A2类”）、全向透镜型（以下简称“A3类”），其结构及原理见附录A。

4.1.3具有主动发光功能的突起路标按使用环境温度分为：

—S1级：－5℃～+70℃；

2

GB/T24725—2024

—S2级：－5℃～+55℃；

—A级：－20℃～+55℃；

—B级：－40℃～+50℃；

—C级：－55℃～+45℃；

—J级：－55℃～+85℃。

4.2组成

4.2.1逆反射式突起路标由基体和逆反射体组成。

4.2.2主动发光式突起路标由基体和发光元件组成。

4.2.3组合式突起路标由基体、发光元件和逆反射体组成。

5技术要求

5.1逆反射式突起路标

5.1.1外观

5.1.1.1突起路标基体应成型完整，无明显的划伤、裂纹、沙眼、气泡等缺陷；边角过渡圆滑、无毛

刺、无飞边；外表颜色应均匀一致。

5.1.1.2玻璃基体不应有气泡、裂纹；逆反射体应完整、无缺损，反光均匀。

5.1.1.3突起路标的底部应作凹凸纹理或凹槽工艺处理，以便与路面粘结牢固。

5.1.2外形尺寸

5.1.2.1突起路标一般为梯台形、圆形或椭圆形，底部边长或直径宜选用100mm、125mm和

150mm三种，边长或直径允许误差为±2mm。

5.1.2.2位于路面以上的高度：用于车道分界线的突起路标不应大于20mm，用于边缘线的突起路标不

应大于25mm。

5.1.2.3面向行车方向的坡度：A1类突起路标不应大于45°，A2类突起路标不应大于65°。

5.1.3逆反射体的光学性能

5.1.3.1逆反射体的发光强度系数，按颜色分类不应低于表1规定基值与表2颜色系数之乘积。

表1逆反射式突起路标发光强度系数基值

发光强度系数基值

测量几何条件

mcd·lx-1

观测角入射角A1类A2类A3类

0°58027940

0.2°

±20°27211240

0.33°±5°47222020