91.080.40 混凝土结构 标准查询与下载

T/ZZXJX 251-2022 混凝土界面处理剂应用技术规程

1 范围　 2 规范性引用文件　 3 术语和定义　 4 材料　   4.1 一般规定　   4.2 分类　   4.3 技术要求　 5 施工　   5.1 一般规定　   5.2 施工准备　   5.3 表面处理　   5.4 施工操作　   5.5 冬期施工　 6 质量控制　 7 质量验收　

Technical specification for the application of concrete interface treatment agent

T/CSPSTC 111-2022 表层混凝土低渗透高密实化施工技术规程

本文件主要技术内容如下： 1）基本规定：规定了采用表层混凝土低渗透高密实化施工技术的主要结构构件、原材料质量、混凝土配制技术、性能保证措施、施工过程质量控制环节等要求； 2）原材料：规定了原材料控制要求、原材料的成分与杂质、原材料进场、胶凝材料、骨料、水、外加剂、无机水性渗透结晶型材料、表面憎水材料、硅烷材料、合成纤维、钢纤维等要求； 3）混凝土：规定了设计强度、有温度控制要求的混凝土、现场表层混凝土、拌和物性能、力学性能、耐久性能、密实性能等要求； 4）配合比与工艺设计：规定了自密实混凝土、有抗冲磨防空蚀要求的混凝土、性能、经济性、混凝土配合比设计原则、配合比设计、工艺设计等要求； 5）施工：规定了专项施工方案、掺外加剂的混凝土施工、混凝土原材料贮存、计量、搅拌、运输、模板制作安装、钢筋安装、制备、浇筑、水、养护、保温、裂缝预防、对拉螺杆孔眼封堵等要求； 6）质量检验：规定了现场表层混凝土检测指标、试件、拌和物性能、实验室混凝土、现场混凝土等要求； 7）缺陷处理：规定了现场混凝土外观质量检查、混凝土施工缺陷专项处理方案、混凝土裂缝处理方法、无机水性渗透结晶型材料施工和质量验收、混凝土表面麻面、气孔、蜂窝等缺陷处理、混凝土表面、硅烷浸渍施工和质量验收等要求。

Technical code of practice for construction of surface concrete with low permeability and high density

T/JSTJXH 16-2022 城市轨道交通工程地下现浇混凝土结构抗裂技术标准

  为了提高城市轨道交通工程地下现浇混凝土结构耐久性和防水效果，规范混凝土结构抗裂设计、材料、生产、运输、施工、检验，实现现浇混凝土抗裂性可设计、可控制、可检验，制定本标准。   本标准适用于城市轨道交通工程地下现浇混凝土结构收缩裂缝的控制，其他类似结构现浇混凝土可参照执行。

Technical standard for crack control of underground cast-in-situ concrete of urban rail transit engineering

ASTM D7234-22 用便携式剥离附着力试验机测定混凝土涂层剥离强度的标准试验方法

1.1 This test method covers procedures for evaluating the pull-off strength of a coating on concrete. Pull-Off strength of coatings for other rigid substrates is described in Test Method D4541. The test determines the greatest perpendicular force (in tension) that a surface area can bear before a plug of material is detached. Failure will occur along the weakest plane within the system comprised of the loading fixture, glue, coating system, and substrate, and will be exposed by the fracture surface. 1.2 This test method uses a class of apparatus known as portable pull-off adhesion testers.2 They are capable of applying a concentric load and counter load to a single surface so that coatings can be tested even though only one side is accessible. Measurements are limited by the strength of adhesion bonds between the loading fixture, coating system and the substrate or the cohesive strengths of the glue, coating layers, and substrate. 1.3 This test method is suitable for both laboratory and field testing. 1.4 Pull-off strength measurements depend upon both material and instrumental parameters. There are different instruments used that comply with this test method. The specific instrument used should be identified when reporting results. This test is destructive and spot repairs may be necessary. 1.5 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 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 Test Method for Pull-Off Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers

ASTM C1645-22a 实心混凝土联锁铺路装置的冻融和除冰盐耐久性的标准试验方法

1.1 This test method evaluates the resistance to freezing and thawing of solid interlocking concrete paving units conforming to the dimensional requirements of Specification C936/ C936M. Units are tested in a test solution that is either tap water or 3 % saline solution, depending on the intended use of the units in actual service. 1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered 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. 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 Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units

DB37/T 2367-2022 《回弹法检测砌筑砂浆抗压强度技术规程》

本文件适用于采用回弹法进行砌筑砂浆抗压强度的检测。

Technical Regulations for Testing the Compressive Strength of Masonry Mortar by Rebound Method

T/ZS 0360-2022 装配式混凝土结构套筒连接检测技术规程

前言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 基本要求　 5 材料　 6 构件　 7 连接　 附录A（规范性）预制混凝土构件结合面粗糙度的测评方法　 附录B（规范性）用于检测套筒灌浆饱满度的预埋钢丝拉拔法　 附录C（规范性）用于检测套筒灌浆饱满度的预埋传感器法　 附录D（规范性）用于检测套筒灌浆质量的X射线法　

Technical specification for testing sleeve joints of prefabricated concrete structures

T/ZS 0346-2022 基坑混凝土支撑梁拆除技术规范

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 基本要求　 5 施工方案　 6 拆除准备　 7 拆除施工方法　 8 拆除施工过程计算　 9 施工过程监测与控制　 10 应急管理　 11 安全与文明施工　

Technical specification for demolition of concrete strut beams for foundation pits

T/NAIC 003-2022 预制钢筋混凝土独立基础

1 范围 2 规范性引用文件 3 术语和定义 4 分类、 代号和标记 5 基本规定 6 检验规则 7 标志堆放和运输 8 产品合格 附录A 产品的设计 附录B 阶梯形承台及锥形承台斜截面受剪的截面宽度 附录C 预制混凝土独立基础性能试验方法 附录D 预制钢筋混凝土独立基础规格 

Precast reinforced concrete Single foundation

DB3401/T 254-2022 装配整体式混凝土结构结合面技术规程

Technical specification for joint surface of assembled monolithic concrete structure

ASTM A1044/A1044M-22a 混凝土抗剪加固用钢螺柱组件标准规范

1.1 This specification covers steel stud assemblies for shear reinforcement of concrete. Stud assemblies consist of either single-headed studs (Type 1) attached to a structural steel base rail by structural welding or stud welding, or double-headed studs (Type 2) mechanically crimped into a non-structural steel shape or attached to a steel plate by spot welding or tack welding. These stud assemblies are not intended for use as shear connectors in steel-concrete composite construction. NOTE 1—The configuration of the studs for stud assemblies is much different than the configuration of the headed-type studs prescribed in Clause 9, Figure 9.1 of AWS D1.1/D1.1M. Ratios of the cross-sectional areas of the head-to-shank of the AWS D1.1/D1.1M studs range from about 2.5 to 4. In contrast, this specification requires the area of the head of the studs for stud assemblies to be at least 10 times the area of the shank. Thus, the standard headed-type studs in Clause 9, Figure 9.1 of AWS D1.1/D1.1M do not conform to the requirements of this specification for use as stud assemblies for shear reinforcement. 1.2 This specification is applicable for orders in either inch-pound units or in SI units. 1.3 The values stated either in inch-pound or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with this specification. 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 Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete

ASTM D6087-22 用探地雷达评估沥青混凝土桥面的标准试验方法

1.1 This test method covers several ground penetrating radar (GPR) evaluation procedures that can be used to evaluate the condition of concrete bridge decks overlaid with asphaltic concrete wearing surfaces. These procedures can also be used for bridge decks overlaid with portland cement concrete and for bridge decks without an overlay. Specifically, this test method predicts the presence or absence of concrete or rebar deterioration at or above the level of the top layer of reinforcing bar. 1.2 Deterioration in concrete bridge decks is manifested by the corrosion of embedded reinforcement or the decomposition of concrete, or both. The most serious form of deterioration is that which is caused by corrosion of embedded reinforcement. Corrosion may be initiated by deicing salts, used for snow and ice control in the winter months, penetrating the concrete. In arid climates, the corrosion can be initiated by chloride ions contained in the mix ingredients. Deterioration may also be initiated by the intrusion of water and aggravated by subsequent freeze/thaw cycles, causing damage to the concrete and subsequent debonding of the reinforcing steel with the surrounding compromised concrete. 1.2.1 As the reinforcing steel corrodes, it expands and creates a crack or subsurface fracture plane in the concrete at or just above the level of the reinforcement. The fracture plane, or delamination, may be localized or may extend over a substantial area, especially if the concrete cover to the reinforcement is small. It is not uncommon for more than one delamination to occur on different planes between the concrete surface and the reinforcing steel. Delaminations are not visible on the concrete surface. However, if repairs are not made, the delaminations progress to open spalls and, with continued corrosion, eventually affect the structural integrity of the deck. 1.2.2 The portion of concrete contaminated with excessive chlorides is generally structurally deficient compared with non-contaminated concrete. Additionally, the chloridecontaminated concrete provides a pathway for the chloride ions to initiate corrosion of the reinforcing steel. It is therefore of particular interest in bridge deck condition investigations to locate not only the areas of active reinforcement corrosion, but also areas of chloride-contaminated and otherwise deteriorated concrete. 1.3 This test method may not be suitable for evaluating bridges with delaminations that are localized over the diameter of the reinforcement, or for those bridges that have cathodic protection (coke breeze as cathode) installed on the bridge or for which a conductive aggregate has been used in the asphalt (that is, blast furnace slag). This is because metals are perfect reflectors of electromagnetic waves, since the wave impedances for metals are zero. 1.4 Since a precision estimate for this standard has not been developed, the test method 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. 1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.6 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. 1.7 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 5. 1.8 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. 1 This test method is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.32 on Bridges and Structures. Current edition approved Nov. 1, 2022. Published November 2022. Originally approved in 1997. Last previous edition approved in 2015 as D6087 – 08 (2015)ɛ1 . DOI: 10.1520/D6087-22. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States 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. 1 2. Summary of Test Method

Standard Test Method for Evaluating Asphalt-Covered Concrete Bridge Decks Using Ground Penetrating Radar

T/SHDSGY 041-2022 热喷稀土合金复合涂层钢筋

本文件规定了热喷稀土合金复合涂层钢筋术语和定义、型号命名、材料、工件预处理、一般要求、技术要求、试验方法、检验规则、标志、包装、运输和贮存的要求。 本文件适用于热喷稀土合金复合涂层钢筋。

Thermal sprayed rare earth alloy composite coated steel bar

KS F 4007-2022 混凝土养护用板材

Sheet materials for curing concrete

KS F 4023-2022 混凝土杆锚固块

Anchor block for concrete pole

T/ZS 0331-2022 T63/E/G 带肋高强钢筋应用技术规程

1  总  则　 2  术语和符号　 2.1  术语　 2.2  符号　 3  基本规定　 4  材  料　 4.1  钢筋　 4.2  钢筋连接　 4.3  混凝土　 5  结构设计　 5.1  一般规定　 5.2  结构分析和极限状态计算　 5.3  构造规定　 5.4  抗震设计　 6  施  工　 6.1  一般规定　 6.2  钢筋加工　 6.3  钢筋连接和安装　 7  质量验收　 附录A  混凝土结构用T63/E/G带肋高强钢筋技术条件　 本规程用词说明　 引用标准名录　 条文说明　

Technical specification for application of T63/E/G high-strength ribbed bars

ASTM E1399/E1399M-97(2022) 循环运动的标准测试方法和测量建筑关节系统的最小和最大关节宽度

1.1 This test method covers testing procedures for architectural joint systems. This test method is intended for the following uses for architectural joint systems: 1.1.1 To verify movement capability information supplied to the user by the producer, 1.1.2 To standardize comparison of movement capability by relating it to specified nominal joint widths, 1.1.3 To determine the cyclic movement capability between specified minimum and maximum joint widths without visual deleterious effects, and 1.1.4 To provide the user with graphic information, drawings or pictures in the test report, depicting them at minimum, maximum, and nominal joint widths during cycling. 1.2 This test method is intended to be used only as part of a specification or acceptance criterion due to the limited movements tested. 1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 1.4 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. 1.5 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 Test Method for Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems

T/CSPSTC 100-2022 混凝土智能振捣施工技术规程

本文件主要技术内容如下： 1）基本规定：规定了混凝土智能振捣技术应用、混凝土智能振捣工艺作业计划书、混凝土智能振捣实施、混凝土智能振捣作业区域、混凝土智能振捣施工过程质量管控资料、振捣质量数字化信息档案等要求； 2）智能振捣设备：规定了性能参数、校准与使用、运维与监控等要求； 3）振捣密实性评价模型：规定了功能、振捣作业参数、混凝土拌和物性态参数、振捣边界条件参数、振捣密实性评价等要求； 4）振捣质量智能馈控系统：规定了功能模块、信息安全与访问、振捣区信息模型、振捣评价功能模块、图形可视化系统、馈控功能模块等要求； 5）智能振捣工艺：规定了准备工作、工艺流程等要求； 6）振捣质量检验：规定了智能振捣作业质量效果检查、混凝土振捣质量智能馈控系统可靠性检验方法、密实性指标等要求。

Technical code of practice for intelligent concrete vibration on construction situ

ASTM A1044/A1044M-22 混凝土抗剪钢筋用钢螺柱组件

Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete

22/30422767 DC BS ISO 5091-4 使用水泥基材料对现有混凝土结构进行结构干预的指南 护套

BS ISO 5091-4. Guidelines for structural intervention of existing concrete structures using cement-based materials - Jacketing