DB43/T 3067-2024 公路钢波纹板桥涵设计施工与验收规范

ICS93.080

CCSP28

43

湖南省地方标准

DB43/T3067—2024

公路钢波纹板桥涵设计施工与验收规范

Specificationsforthedesign,constructionandacceptanceof

highwaycorrugatedsteelplatebridgeculverts

2024-08-30发布2024-11-30实施

湖南省市场监督管理局发布

DB43/T3067—2024

目次

前言························································································································Ⅲ

引言··························································································································Ⅴ

1范围······················································································································1

2规范性引用文件·······································································································1

3术语和定义·············································································································2

4材料······················································································································3

4.1主体结构材料···································································································3

4.2连接件材料······································································································3

4.3密封材料·········································································································4

4.4防腐耐久材料···································································································4

4.5焊接材料·········································································································4

4.6结构性填筑材料································································································4

4.7其他材料·········································································································5

5布设基本规定··········································································································5

5.1应用原则·········································································································5

5.2新建结构形式···································································································6

5.3加固既有桥涵形式·····························································································8

5.4既有桥梁拼宽形式·····························································································9

5.5布设基本要求··································································································10

5.6附属设施········································································································10

6结构计算···············································································································11

6.1一般规定········································································································11

6.2作用··············································································································11

6.3闭口结构内力计算····························································································11

6.4闭口结构验算··································································································13

7结构构造设计·········································································································18

7.1水文水力计算··································································································18

7.2桥涵主体结构··································································································18

7.3结构性填筑区··································································································19

7.4洞口构造········································································································21

8地基与基础设计······································································································22

8.1一般规定········································································································22

8.2闭口结构管基··································································································22

8.3开口结构基础··································································································23

8.4地基处理········································································································23

8.5沉降要求········································································································24

I

DB43/T3067—2024

9耐久性措施············································································································24

9.1一般规定········································································································24

9.2防腐蚀、防磨蚀·······························································································24

9.3密封··············································································································25

10施工····················································································································26

10.1基础施工·······································································································26

10.2钢波纹板件加工······························································································26

10.3钢波纹板件装卸、运输与存放············································································27

10.4钢波纹板件安装······························································································27

10.5密封和防腐耐久······························································································27

10.6结构性填筑····································································································28

10.7附属结构物施工······························································································28

11质量验收··············································································································28

11.1一般规定·······································································································28

11.2基础工程验收·································································································28

11.3结构安装验收·································································································29

11.4密封及防腐耐久验收························································································30

11.5结构性填筑区填筑验收·····················································································31

11.6断面验收·······································································································31

11.7附属工程验收·································································································31

11.8施工完成后验收······························································································31

12管养维护··············································································································32

12.1养护管理·······································································································32

12.2预防性养护····································································································32

12.3抢修加固·······································································································32

附录A（资料性）钢波纹板尺寸···················································································33

附录B（资料性）设计流程·························································································35

附录C（资料性）纵向螺栓接缝承载力试验····································································36

C.1一般规定········································································································36

C.2试验样本········································································································36

C.3试验要求········································································································36

C.4公称接缝承载力·······························································································36

C.5试验报告········································································································36

C.6样本保存········································································································37

附录D（资料性）预变形量·························································································38

II

DB43/T3067—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。

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。

本文件由湖南省交通运输厅提出并归口。

本文件起草单位：湖南省交通规划勘察设计院有限公司、湖南大学、衡水益通管业股份有限公司、

南京联众工程技术有限公司、上海市建筑科学研究院有限公司、中国建筑第五工程局有限公司、中南公

路建设及养护技术湖南省重点实验室、华南理工大学。

本文件主要起草人：贺耀北、张阳、彭立、穆程、李大、彭海涛、廖新辉、吴涛、巴西、王志宏、

战福军、符锌砂、彭云涌、胡玉华、陈光、罗思慧、任启江、付俊俊、廖志宏、王兴凯、徐连云、陈科、

邹德强、谭红平、苏振宇、刘新奇、肖雅丹、罗东、赵和锐、李中贤、徐子兵。

III

DB43/T3067—2024

IV

DB43/T3067—2024

引言

随着我省新建与改扩建公路的快速发展，钢波纹板桥涵得到了广泛的应用，其结构具有力学性能

优良、便于工业化生产、适应性强、施工速度快、旧桥加固无需中断交通、后期维护方便、节约资源

等优点。针对湖南省山区、丘陵和湖区平原多变地形条件，以及多雨潮湿环境下的钢波纹板桥涵应用

特点，编制本文件，形成了成套公路钢波纹板桥涵设计、施工与验收方法，用于指导我省新建钢波纹

板桥涵及旧桥涵加固，提高钢波纹板桥涵结构适应能力和应用范围，助力我国钢波纹板桥涵整体技术

水平的发展，具有重要意义。

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DB43/T3067—2024

VI

DB43/T3067—2024

公路钢波纹板桥涵设计施工与验收规范

1范围

本文件规定了公路钢波纹板桥涵的材料、布设基本规定、结构计算、结构构造设计、地基与基础设

计、耐久性措施、施工、质量验收和管养维护。

本文件适用于公路新建、改扩建钢波纹板桥涵，以及采用钢波纹板加固既有桥涵的设计、施工与验

收，适用跨径不大于16m的开口结构，跨径不大于7m的闭口结构，其他跨径参考使用。

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/T470锌锭

GB/T700碳素结构钢

GB/T706热轧型钢

GB/T799地脚螺栓

GB/T1231钢结构用高强度大六角头螺母、大六角螺母、垫圈技术条件

GB/T1591低合金高强度结构钢

GB/T2518连续热镀锌和锌合金镀层钢板及钢带

GB/T3274碳素结构钢和低合金结构钢热轧钢板和钢带

GB/T5117非合金钢及细晶粒钢焊条

GB/T5118热强钢焊条

GB/T10433电弧螺柱焊用圆柱头焊钉

GB12952聚氯乙烯（PVC）防水卷材

GB/T14647氯丁二烯橡胶

GB16776建筑用硅酮结构密封胶

GB/T17643土工合成材料聚乙烯土工膜

GB/T19250聚氨酯防水涂料

GB/T27806环氧沥青防腐涂料

GB/T34567冷弯波纹钢管

GB50017钢结构设计标准

GB50205钢结构工程施工质量验收标准

JTGC10公路勘测规范

JTGC20公路工程地质勘察规范

JTGD60公路桥涵设计通用规范

JTGD64公路钢结构桥梁设计规范

JTGF80/1公路工程质量检验评定标准第一册土建工程

JTGH10公路养护技术规范

1

DB43/T3067—2024

JG/T266泡沫混凝土

JT/T722公路桥梁钢结构防腐涂装技术条件

JT/T791公路涵洞通道用波纹钢管（板）

JTG3363公路桥涵地基与基础设计规范

JTG/T3365-02公路涵洞设计规范

JTG/T3610公路路基施工技术规范

JTG/T3650公路桥涵施工技术规范

3术语和定义

JT/T791界定的以及下列术语和定义适用于本文件。

3.1

钢波纹板corrugatedsteelplate

钢板按照规定尺寸，经过轧制及冷弯加工而形成的波形板状材料。

3.2

钢波纹板桥涵corrugatedsteelbridgesandculverts

采用钢波纹板件连接形成主体结构之后，周边用结构性填筑材料填筑压实，充分发挥土—钢波纹板

相互作用共同承担荷载的结构物。

3.3

波峰crest

向钢波纹板桥涵外凸起部分为波峰。

3.4

波谷trough

向钢波纹板桥涵内凸起部分为波谷。

3.5

开口结构structureswithclosedconduit

单圆弧拱、多圆弧拱等由钢波纹板与基础连接形成的结构。

3.6

闭口结构structureswithclosedconduit

圆管形、马蹄形、箱拱形、高拱马蹄形等由钢波纹板形成的闭合结构。

3.7

起拱线springline

钢波纹板桥涵（不包括基础）横断面上水平方向最外侧点的连线。

3.8

拱顶crown

横断面的最高点及附近的一段区域。

3.9

拱底invert

横断面的最低点及附近的一段区域。

3.10

矢高rise

闭口结构竖向对应截面中心线之间的最大距离。开口结构为拱顶截面中心线与拱脚之间连线的竖向

距离。

2

DB43/T3067—2024

3.11

跨径span

钢波纹板桥涵安装成形后结构水平方向对应截面中心线之间的最大距离。

3.12

孔径aperture

钢波纹板圆管涵波谷所在圆的直径。

3.13

管基bedding

天然地基或换填后的地基与拱底外形相适应的一定厚度的垫层共同形成的基础。

3.14

结构性填筑区structuralfillingarea

为确保钢波纹板结构的稳定性和发挥覆土—结构相互作用的填筑范围。

3.15

结构性填筑材料structuralfillingmaterials

钢波纹板结构性填筑区范围内按规定方法分层填筑和压实的、材料特性和级配满足设计要求的水稳

性好的填筑材料。

3.16

覆土厚度depthofcover

从钢波纹板桥涵结构中点到路面结构层底面之间的竖向距离。

3.17

最小覆土厚度minimumdepthofcover

为保证钢波纹板桥涵稳定性和发挥土-钢波纹板相互作用所需要的拱顶最小覆土厚度。

3.18

预变形量pre-deformation

用来补偿钢波纹板桥涵截面形态在施工期间产生的变形预留的反向校正量。

3.19

预拱度camber

用来补偿桥涵结构轴向在施工时预留的反向校正量。

4材料

4.1主体结构材料

4.1.1主体结构的钢板宜采用碳素结构钢、低合金高强度结构钢，其材料应分别符合GB/T700、GB/T

1591的规定，其尺寸、外形、重量及允许偏差应符合GB/T3274、GB/T709的规定。

4.1.2采用连续热镀锌钢板及钢带加工钢波纹板构件时，其材料、性能、尺寸、外形、重量及允许偏

差应符合GB/T2518的规定。

4.1.3冷弯钢波纹板件的规格、尺寸允许偏差、技术要求、试验方法、检验规则、标志、质量说明书

及运输等应符合JT/T791、GB/T34567的规定。

4.1.4常用钢波纹板尺寸宜按附录A选用。

4.2连接件材料

4.2.1连接件采用高强度螺栓、螺母时，强度等级不应低于8.8级，其力学性能指标应符合GB/T1231

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的规定；采用带爪螺栓、螺母时，其规格、尺寸等应符合GB/T34567的规定。

4.2.2垫圈应采用与钢波纹板圆弧半径一致的专用凹凸形垫圈，其力学性能指标应符合GB/T1231的规

定，其规格、尺寸等应符合GB/T34567的规定。

4.2.3开口结构与混凝土基础采用预埋地脚螺栓、焊接钢垫板连接，其力学性能指标及型号规格应分

别符合GB/T799、GB50017的规定。

4.2.4圆柱头焊钉连接件材料应符合GB/T10433的规定。

4.3密封材料

4.3.1密封材料应具有弹性和防渗透性，并应填塞紧密、粘贴牢固。

4.3.2密封材料宜采用聚乙烯发泡材料、氯丁橡胶、聚氯乙烯防水卷材、非固化橡胶沥青或耐候密封

胶、聚氨酯等，其性能与质量应分别符合GB/T14647、GB12952、JC/T2428、GB16776、GB/T19250

的规定。

4.4防腐耐久材料

4.4.1钢波纹板和高强度螺栓、螺母、钢垫圈等金属连接件，宜采用热浸镀锌防腐处理，所用锌应符

合GB/T470规定的1号或0号锌，钢表面处理的最低等级为Sa2.5。防腐性能应符合JT/T791和GB/T2518

的规定。

4.4.2当采用热浸镀铝、镀塑、静电喷涂等其他防腐方法代替镀锌时，应有试验验证资料，其防腐性

能应不低于热浸镀锌方法的相应要求。

4.4.3钢波纹板桥涵在镀锌防腐基础上采用防腐涂层、防水涂料时，材料应符合下列规定：

a）沥青涂层防腐、防水的性能、质量与技术指标应符合GB/T27806的规定；

b）涂装防腐的品种、规格、性能等应符合JT/T722的规定；

c）土工膜宜采用环保用高密度聚乙烯土工膜，其性能、质量与技术指标应符合GB/T17643的规定。

4.5焊接材料

4.5.1焊接材料应符合GB/T5117和GB/T5118的规定。

4.5.2焊接材料应与母材相适应。当强度不同的钢材连接时，宜采用与强度较低的钢材牌号相适应的

焊接材料。

4.6结构性填筑材料

4.6.1结构性填筑材料应选用级配较好的砾类土、砂类土等具有低压缩性、易压实、透水性良好的

材料。

4.6.2结构性填筑材料的容重宜采用试验确定，无试验资料时参考表1取用；结构性填筑材料的压缩模

量宜采用试验确定，无试验资料时参考表2线性内插取值。

表1结构性填筑材料的容重

单位为千牛每立方米

种类容重

砾石22.0

粗粒土（颗粒状）22.0

碎石土21.0

细粒砂土20.0

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表2结构性填筑材料分类及压缩模量

标准普氏压实度压缩模量𝐸𝑆

类型粒径描述

％MPa

9012

级配良好的砾石、砂砾、砂、

Ⅰ粗9524

砾质砂

10030

906

含粘土的砾石、砂砾、砂、

Ⅱ中等9512

砾质砂或粉砂

10015

4.6.3楔形部填筑材料应采用强度为0.6MPa-0.8MPa的易密实流态填筑料，材质宜为流态粉煤灰、流

态水泥土等。

4.6.4距钢波纹板壁0.6m范围内不应有粒径超过31.5mm和带尖角的石块、混凝土块、冻土块、高塑

性黏土块或其他有害腐蚀材料，结构性填筑区其他部分不应有粒径超过80mm的石块、混凝土块、高塑

性黏土块或其他有害腐蚀材料。

4.6.5结构性填筑材料可采用泡沫轻质混凝土，其配合比应根据设计要求的强度经试验验证后确定，

材料、性能、分类、尺寸应满足JG/T266的有关规定。

4.7其他材料

4.7.1涵洞洞口、桥涵基础及附属结构所用混凝土、砂、石料及砌体等材料应符合JTG/T3365-02、

JTG/T3650的要求。

4.7.2圬工砌体工程所用石料，石质应均匀、不易风化、无裂纹，其形状尺寸应满足JTG/T3650的

要求。

4.7.3用于圬工砌体工程的混凝土预制块，其规格、形状和尺寸应统一，表面应平整，其材料应符合

JTG/T3365-02的要求。采用轻质混凝土等特殊材料制作预制块时，配合比应经试验验证后确定。

5布设基本规定

5.1应用原则

5.1.1根据应用场景，钢波纹板桥涵可分为新建桥涵结构、加固既有桥涵结构、改扩建桥涵结构。

5.1.2采用钢波纹板新建桥涵与加固、改造既有桥涵应综合考虑地形地貌、地质、公路等级、施工条

件及防腐等因素，遵循因地制宜、满足功能、便于施工及养护管理的基本要求。

5.1.3满足下列条件之一时，宜选用钢波纹板桥涵：

a）混凝土原料缺乏，运输、施工用水困难地区；

b）承载力较低的软弱地基地区；

c）高填方路段；

d）应急抢险、救灾和战备等对工期要求较紧的桥涵通道；

e）既有桥梁、涵洞的接长拼宽或加固。

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5.1.4既有桥涵加固改造后，应进行通行净空或行洪能力复核。

5.2新建结构形式

5.2.1钢波纹板桥涵分为闭口结构和开口结构两种形式，典型断面形式如图1所示。开口结构不能

应用于地震动峰值加速度大于或等于0.2g的地区，地基承载力较低的路段或高填方路段宜采用闭口

结构。

3

3

2

2

4

1

a）单孔闭口结构b）单孔开口结构

3

2

1

c）多孔闭口结构

3

2

4

4

d）多孔开口结构

标引序号说明：

1——管基；

2——钢波纹板结构；

3——填筑材料；

4——混凝土基础。

图1钢波纹板桥涵典型断面形式

5.2.2按截面形状，钢波纹板桥涵可分为圆管形、马蹄形、单圆弧拱、多圆弧拱、箱拱形、高拱马蹄

形等，如图2所示。

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u

u

H

H

t

R

t

R

v

/2

v

v