93.040 桥梁建筑 标准查询与下载

DB51/T 3089-2023 梁式桥结构安全监测系统实施指南

本文件提供了梁式桥结构安全监测系统建设过程中系统设计，设备安装与配套工程，系统集成与调试，系统交工验收、试运行及竣工验收等主要环节的技术指导和建议。 本文件适用于四川省新建和已建公路梁式桥结构安全监测系统的实施。其它同类型桥梁可参照执行。

Guidelines for Implementation of Structural Safety Monitoring System for Beam Bridges

DB3201/T 1152-2023 建筑住区海绵城市建设技术规范

本文件规定了建筑住区海绵城市建设项目的设计、建设、竣工验收以及维护管理等方面的内容。

Technical specifications for sponge city construction in architectural settlements

DB51/T 3087-2023 四川高速公路桥梁养护管理技术规程

本文件规定了四川高速公路桥梁养护的总则、桥梁养护机构及养护工程师、桥梁检查与评定、桥梁结构监测及病害动态管理、桥梁养护与维修、桥梁养护工程管理、应急管理、桥梁技术档案管理等内容。 常规桥梁的养护是我省高速公路经营管理者的日常主要任务，本文件主要适用于四川省高速公路的常规桥梁养护管理工作，其他公路的桥梁养护可参照使用。对于高速公路的特殊桥梁，可遵循本文件的原则，针对不同情况与要求制定专项养护规程。

Sichuan Expressway Bridge Maintenance Management Technical Regulations

T/JSTERA 44-2023 桥梁预制构件生产智慧化管理系统通用要求

本文件规定了桥梁预制构件生产智慧化管理系统的基本要求、系统数据、人员管理、物料管理、机械设备管理、生产过程管理、系统安全与运行维护等要求。 本文件适用于桥梁预制构件的生产智慧化管理系统构建，其他预制构件生产智慧化系统可参照执行。

General requirements for intelligent production of bridge prefabricated components

T/QGCML 861-2023 桥梁结构检测分析软件应用技术规范

本标准规定了桥梁结构检测分析软件应用技术规范的术语定义、技术要求、检验方法。 本标准适用于桥梁结构检测分析软件的使用。

Technical specification for the application of bridge structure inspection and analysis software

T/QGCML 860-2023 桥梁安全健康监测系统软件应用技术规程

本标准规定了桥梁安全健康监测系统软件应用技术规程的术语定义、总则、监测系统设计、监测系统验收、监测系统报告编制。 本标准适用于桥梁安全健康监测系统。

Technical specification for software application of bridge safety and health monitoring system

T/CECS G：Q32-01-2023 公路桥梁结构监测数据管理和应用技术规程

本规程共分为6章，主要内容包括：1总则、2术语、3基本规定、4数据存储、5数据预处理、6数据应用。

Technical specifications for monitoring data management and application of highway bridge structures

DB23/T 3471-2023 寒区桥梁结构监测技术标准

Technical standards for bridge structure monitoring in cold regions

DB61/T 1693-2023 公路隧道照明智能控制运行技术指南

本文件确立了公路隧道照明智能控制运行的总则，提供了其技术条件、照明工况控制及方式、照明控制策略、照明智慧管控平台的技术指导和建议，并给出了相关信息。本文件适用于在役运营、新建、改（扩）建公路隧道的照明智能运行管理和控制。

Technical Guidelines for Intelligent Control Operation of Highway Tunnel Lighting

T/JSJTQX 36-2023 智能数控装配线箱梁预制 施工技术规程

     《智能数控装配线箱梁预制施工技术规程》技术内容介绍        近年来，预制箱梁施工智能化水平不断提高，智能化设备得到了推广应用。本文件在研究智能化施工基础上，添加了世界上先进的装配线设计与平衡技术对箱梁进行施工组织。本文件规定了智能数控装配线箱梁预制施工的基本要求、智能数控装配线系统功能、施工工艺，对规范智能数控装配线箱梁预制施工起到指导作用。

Technical specification for box girder prefabrication construction of intelligent numerical control assembly line

T/JSJTQX 38-2023 节段梁短线法智能匹配预制施工 技术规程

    《节段梁短线法预制智能匹配调节施工技术规程》技术内容介绍：      短线法节段梁智能匹配施工技术是为解决传统方法中匹配效率低、人为因素大、匹配精度差等问题而研究的一种提质增效措施，该方法通过将测量系统和自动控制液压系统进行通讯连接，达到了匹配调节工作的智能化目的。      本文件规定了节段梁短线法预制智能匹配施工基本要求、智能匹配系统、坐标系与控制点、智能匹配施工、线形控制等内容

Technical specification for intelligent matching construction of segmental beam prefabrication by short-line method

ASTM D4580-23 用测深法测量混凝土桥面分层的标准实施规程

1.1  This practice covers procedures for surveying concrete bridge decks by sounding to determine delamination in the concrete. It is not intended that the procedures described herein are to be used on bridge decks that have been overlaid with asphalt mixtures. The procedures may be used on bridge decks that have been overlaid with portland cement concrete mixtures; however, areas indicated to be delaminated may have a lack of bond between the overlay and the underlying bridge deck (Note 1 ). Note 1:  The influence of variable field conditions such as traffic noise, vibration, moisture content of the concrete, and the like, are not completely known and additional investigation may be needed. It is generally agreed that the practice should not be used on frozen concrete. 1.2  The following three procedures are covered in this practice: 1.2.1  Procedure A, Electro-Mechanical Sounding Device— This procedure uses an electric-powered tapping device, sonic receiver, and recorder mounted on a cart. The cart is pushed across the bridge deck and the delamination is recorded on the recorder. 1.2.2  Procedure B, Chain Drag— This procedure consists of dragging a chain over the bridge deck surface. The detection of delamination is accomplished by the operator noting dull or hollow sounds. Tapping the bridge deck surface with a steel rod or hammer may be substituted for the chain drag. 1.2.3  Procedure C, Rotary Percussion2 — This procedure consists of rolling a dual-wheel, multi-toothed apparatus attached to an extension pole over the bridge deck surface. The percussive force caused by the tapping wheels will create either a dull or hollow sound, indicating any delamination. 1.3  Units— The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4  The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.5  Since a complete Precision and Bias statement for this standard has not been developed, the standard practice is to be used for research and informational purposes only. Therefore, this standard should not be used for acceptance or rejection of a material for purchasing purposes. 1.6  This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.7  This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Measuring Delamination in Concrete Bridge Decks by Sounding

ASTM D5977-23 桥梁和结构用高载荷旋转球面轴承的标准规范

1.1  This specification covers bridge bearings that consist of a spherical rotational element, where a stainless steel convex surface slides against a concave carbon steel plate covered with woven or sheet polytetrafluoroethylene (PTFE). The function of the bearing is to transfer loads and to accommodate any relative movement, including rotation between a bridge superstructure and its supporting structure, or both. 1.2  This specification covers the requirements of spherical bearings with a standard horizontal load (a maximum of 10 % of vertical). 1.3  The requirements stated in this specification are the minima necessary for the manufacture of quality bearing devices. It may be necessary to increase these minimum values due to other design conditions. 1.4  Units— The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5  The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.6  The following safety hazards caveat pertains only to the test method portion, Section 7 , of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.7  This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for High Load Rotational Spherical Bearings for Bridges and Structures

ASTM D4071-23 硅酸盐水泥混凝土桥面挡水膜系统使用的标准实施规程

1.1  This practice covers liquid applied, preformed, or built-up water barrier membrane systems and their application, overlaid with asphalt wearing courses, for use in the protection of bridge decks from deleterious effects of deicing salts. Material use and specifications should be adapted to conform to job and user requirements for new construction or existing structures. This practice is written as a guide for the use of bridge deck water barrier systems only. 1.2  The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.3  This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Specific precautionary statements are given in Section 10 . 1.4  This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Use of Portland Cement Concrete Bridge Deck Water Barrier Membrane Systems

T/JSCTS 29-2023 预制装配桥梁下部结构设计与施工技术 规程

本文件规定了预制装配桥梁下部结构设计与施工的基本要求，以及材料、设计、预制、现场安装、分部分项工程质量评定的技术要求。 本文件适用于抗震设防烈度为Ⅶ度及Ⅶ度以下的地区预制装配桥梁下部结构的设计与施工。

Technical code of practice for design and construction of prefabricated bridges’substructure

GSO ISO 19427:2023 钢丝绳 悬索桥主缆用预制平行钢丝股 规格

This document specifies the production methods, specifications, requirements, test methods, inspection rules, marks, packing, transportation and storage for pre-fabricated parallel wire strand (PPWS), which are made of hot-dip galvanized or zinc-aluminium coated high tensile steel wires described in ISO 19203.

Steel wire ropes — Pre-fabricated parallel wire strands for suspension bridge main cable — Specifications

T/CI 052-2023 预制装配式立柱盖梁预制安装规范

5　原材料 5.1　立柱 混凝土 a）水泥应符合GB 175-2007的规定，宜采用硅酸盐水泥。 b）细集料可采用天然砂或机制砂，宜采用级配良好的河砂，细度模数为2.3～3.0，含泥量不应大于1.0%，用于公路工程中，其它技术指标应符合JTG/T 3650-2020表6.3.1的规定；用于城市桥梁工程中，其它技术指标应符合JGJ 52-2006的有关规定。 c）粗集料宜采用质地坚硬、级配合理的碎石或卵石，最大粒径不超过50 mm，含泥量不应大于0.5%，用于公路工程中，其它技术指标应符合JTG/T 3650-2020表6.4.1的规定；用于城市桥梁工程中，其它技术指标应符合JGJ 52-2006的有关规定。 d）粉煤灰应符合GB/T 1596-2017的规定，应使用二级或以上粉煤灰。 e）外加剂应符合GB 8076-2008的相关规定。 f）拌合用水钢筋混凝土拌合用水的PH值不小于4.5；钢筋混凝土拌合用水的氯化物含量不大于1000 mg/L；其它指标应符合JGJ 63-2006的规定。 g）粒化高炉矿渣粉应符合GB/T 18046-2017的规定。 钢材 a）热轧光圆钢筋和热轧带肋钢筋应符合GB/T 1499.1-2017、GB/T 1499.2-2018的规定。 b）构件中采用钢筋焊接网片配筋时，材料及应用符合GB/T 1499.3-2010的规定。 c）当钢筋发现脆断、焊接性能不良或力学性能显著不正常时，应对该批钢筋进行化学成分检验或其它专项检验。 d）钢筋应平直、无损伤、表面不得有裂纹、油污、颗粒或片状老锈。  e）钢板应符合GB/T 700-2006的规定。 钢筋连接套筒 a）预制构件受力钢筋套筒灌浆连接接头应符合JGJ 107-2016中I级接头的规定。 b）灌浆连接套筒应符合JG/T 398-2019有关规定。 c）灌浆连接套筒与高强无收缩水泥灌浆料组合体系性能应由国家专门检验机构进行试验检测，并出具相应合格的型式检验报告。 d）灌浆连接套筒及附属配件在储存和运输过程中应采取防止雨淋、锈蚀、沾污、损伤和防腐等措施。 5.2　盖梁 混凝土 a）水泥应符合GB 175-2007的规定，宜采用硅酸盐水泥。 b）细集料可采用天然砂或机制砂，宜采用级配良好的河砂，细度模数为2.3～3.0，含泥量不应大于1.0%，用于公路工程中，其它技术指标应符合JTG/T 3650-2020表6.3.1的规定；用于城市桥梁工程中，其它技术指标应符合JGJ 52-2006的有关规定。 c）粗集料宜采用质地坚硬、级配合理的碎石或卵石，最大粒径不超过50 mm，含泥量不应大于0.5%，用于公路工程中，其它技术指标应符合JTG/T 3650-2020表6.4.1的规定；用于城市桥梁工程中，其它技术指标应符合JGJ 52-2006的有关规定。 d）粉煤灰应符合GB/T 1596-2017的规定，应使用二级或以上粉煤灰。 e）外加剂应符合GB 8076-2008的相关规定。 f）拌合用水钢筋混凝土拌合用水的PH值不小于5.5；钢筋混凝土拌合用水的氯化物含量不大于500 mg/L；其它指标应符合JGJ 63-2006的规定。 g）粒化高炉矿渣粉应符合GB/T 18046-2017的规定。 钢材 a）热轧光圆钢筋和热轧带肋钢筋应符合GB/T 1499.1-2017、GB/T 1499.2-2018的规定。 b）构件中采用钢筋焊接网片配筋时，材料及应用符合GB/T 1499.3-2010的规定。 c）当钢筋发现脆断、焊接性能不良或力学性能显著不正常时，应对该批钢筋进行化学成分检验或其它专项检验。 d）钢筋应平直、无损伤、表面不得有裂纹、油污、颗粒或片状老锈。  e）钢板应符合GB/T 700-2006的规定。 钢筋连接套筒 a）预制构件受力钢筋套筒灌浆连接接头应符合JGJ 107-2016中I级接头的规定。 b）灌浆连接套筒应符合JG/T 398-2019有关规定。 c）灌浆连接套筒与高强无收缩水泥灌浆料组合体系性能应由国家专门检验机构进行试验检测，并出具相应合格的型式检验报告。 d）灌浆连接套筒及附属配件在储存和运输过程中应采取防止雨淋、锈蚀、沾污、损伤和防腐等措施。

Code for precast erection of prefabricated columns and cover beams

DB65/T 4617-2022 公路桥梁预应力孔道压浆密实度检测及评定规范

Specification for detection and evaluation of grouting density in prestressed tunnels of highway bridges

T/JNXXH 0020-2023 桥梁工程信息模型应用技术规范

本文件规定了桥梁工程信息模型应用的应用原则、信息安全、桥梁工程信息模型应用的应用阶段、可行性研究阶段BIM应用、初步设计阶段BIM应用、施工图设计阶段BIM应用、施工准备阶段BIM应用、施工阶段BIM应用、运维阶段BIM应用。

Technical specification for bridge engineering information model application

T/TMHIA 017-2023 天津市城市桥梁限载标准

1  总则 2  术语及符号 3  桥梁限载 3.1  一般规定 3.2  桥梁限载原则 4  限载标志牌样式及设置要求 4.1  一般规定 4.2  限载标志牌样式 4.3  限载标志牌设置 4.4  限载标志牌构造 4.5  限载标志牌制作 附录A  组合标志牌制作图示例 附录B  本标准用词说明

Tianjin city bridge load limit standard