碳纤维片材加固混凝土结构检测

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GB 50728-2011工程结构加固材料安全性鉴定技术规范

本规范适用于结构加固工程中应用的材料及制品的安全性检验与鉴定。

YB/T 4558-2016纤维增强复合材料加固修复钢结构技术规程

本规程适用于工业与民用建筑及构筑物的钢结构加固修复设计、施工和验收。

CECS 225-2007建筑物移位纠倾增层改造技术规范

本规范适用于建筑物移位、纠倾、增层和改造等工程的设计、施工、质量检测与验收。

JTG/T J22-2008公路桥梁加固设计规范

本规范适用于各类公路桥梁以恢复使用功能、提高承载能力、增强安全性和耐久性为目的的加固设计。一般养护工程可参照使用。

JTS 215-2018码头结构施工规范

本规范适用于高桩码头、板桩码头、重力式码头、格形钢板桩码头、斜坡码头与浮码头等码头结构的施工。

SL 75-2014水闸技术管理规程

本标准适用于大型、中型水闸,小型水闸可参照执行。

JG/T 166-2016纤维片材加固修复结构用粘接树脂

本标准规定了纤维片材加固修复结构用粘接树脂(以下简称粘接树脂)的术语和定义、分类和标记、要求、试验方法、检验规则、标志与包装、运输和贮存。本标准适用于使用纤维片材对混凝土结构进行加固修复的粘接树脂。

JG/T 365-2012结构加固用玄武岩纤维片材

本标准规定了结构加固用玄武岩纤维片材的术语和定义、分类、规格和标记、要求、试验方法、检验规则、标志、包装、运输和贮存。本标准适用于混凝土结构、木结构、砌体结构和钢结构等结构加固用的玄武岩纤维片材。

JGJ/T 97-2011工程抗震术语标准

本标准适用于工程抗震和抗震防灾、减灾的科研、设计、教学、施工、勘察及其管理。

JGJ 116-2009建筑抗震加固技术规程

本标准适用于抗震设防烈度为6～9度地区经抗震鉴定后需要进行抗震加固的现有建筑的设计及施工。古建筑和行业有特殊要求的建筑，应按专门的规定进行抗震加固的设计及施工。

JGJ/T 181-2009房屋建筑与市政基础设施工程检测分类标准

本标准适用于房屋建筑和市政基础设施工程检测的分类。

JGJ/T 226-2011低张拉控制应力拉索技术规程

本规程适用于风障拉索、楼梯(护栏)扶索、公路缆索护栏以及其他非承重的低张拉控制应力拉索体系的设计、施工及验收。

JGJ/T 381-2016纤维片材加固砌体结构技术规范

本规范适用于纤维片材加固砌体结构的设计、施工及验收。

DL/T 5315-2014水工混凝土建筑物修补加固技术规程

本规程适用于水工混凝土建筑物的缺陷处理和修补加固。

DB50/ 231-2006重庆市城市桥梁养护技术规程

本标准规定了城市桥梁养护的技术标准。本规程适用于重庆市所辖各区、县（自治县、市）所在地及建制镇城市规划范围内跨江河桥梁，城市道路上的跨线桥、高架桥、立交桥、人行桥。本规程不包括城市桥梁上灯饰、绿化的养护。城市区域内住宅小区、企事业单位、工业、旅游景点等区域的桥梁养护可参照本规程执行。本规程不适用于轻轨高架桥的养护。

EN 1998-3-2005欧洲法规8:抗震结构设计规定.第1部分:建筑物评估和翻新.合并勘误表2010年3月［代替:CEN ENV 1998-1-4］

(1)The scope of Eurocode 8 is defined in EN 1998-1:2004, andThe scope of this standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, . (2)The scope of EN 1998-3 is as follows:To provide criteria forThe evaluation of the seismic performance of existing individual building structures; To describeThe approach in selecting necessary corrective measures; To set forth criteria forThe design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts andTheir connections to existing structural elements). NOTE ForThe purposes of this standard, retrofitting covers bothThe strengthening of undamaged structures andThe repair of earthquake damaged structures. (3) When designing a structural intervention to provide adequate resistance against seismic actions, structural verifications should also be made with respect to non-seismic load combinations. (4) ReflectingThe basic requirements of EN 1998-1:2004,This standard coversThe seismic assessment and retrofitting of buildings made of the more commonly used structural materials:concrete, steel, and masonry. NOTE Informative Annexes A, B and C contain additional information related toThe assessment of reinforced concrete, steel and composite, and masonry buildings, respectively, and toTheir upgrading when necessary. (5) AlthoughThe provisions of this standard are applicable to all categories of buildings,The seismic assessment and retrofitting of monuments and historical buildings often requires different types of provisions and approaches, depending onThe nature of the monuments. (6) Since existing structures:(i) reflectThe state of knowledge atThe time of their construction, (ii) possibly contain hidden gross errors, (iii) may have been submitted to previous earthquakes or other accidental actions with unknown effects, structural evaluation and possible structural intervention are typically subjected to a different degree of uncertainty (level of knowledge) thanThe design of new structures. Different sets of material and structural safety factors areTherefore required, as well as different analysis procedures, depending onThe completeness and reliability of the information available.

EN 14490-2010专门技术工程的实施.土钉

This European Standard establishes general principles for the execution, testing, supervision and monitoring of soil nailing. Soil nailing is a construction technique, used to enhance/maintain the stability of a soil mass by installation of reinforcing elements (soil nails). Typical examples of soil nailing are given in Annex A. The scope of soil nailing applications considered inThis European Standard includes the installation and testing of soil nails and associated operations, required when stabilising existing and newly cut slopes and faces in soil, existing earth retaining structures, embankments, existing tunnels and the excavated facing of new tunnels in soil. Soil nailing may be used to form part of a hybrid construction.This European Standard is relevant only to the soil nailing aspect of such constructions. Techniques, such as reinforcement of ground by vertical inclusions (sheet piles, bored or driven piles, or other elements) and stabilisation with rock bolts, prestressed ground anchors or tensions piles are not covered byThis European Standard. Guidance on practical aspects of soil nailing and aspects on design, durability and testing is given in informative Annexes A, B and C, respectively.

DIN EN 1998-3-2010欧洲法规8:抗地震结构设计.第3部分:建筑物的评定和加固.德文版本EN 1998-3-2005 + AC-2010

The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in (2)， (4) and (5). Additionals parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3.

BS 6180-2011建筑物内及附近用防护栅栏.实施规程

This British Standard gives recommendations and guidance for the design and construction of temporary and permanent barriers to be provided in and about buildings and places of assembly, such barriers being positioned and designed to protect persons from various hazards and to restrict or control the movement of persons or vehicles.This British Standard applies to:a) barriers that indicate routes;b) barriers capable of stopping or diverting moving vehicles within areas where vehicle speed is restricted to a maximum of 16 km/h (4.44 m/s, 10 mile/h);c) walls, glazing and other elements of buildings or structures where such elements act as protective barriers;d) areas other than spectator areas of sports halls and buildings used for spectator sports.This British Standard does not apply to:1) barriers for resisting impact from vehicles travelling at speeds greater than 16 km/h, e.g. bridge parapets beyond the curtilage of a building, or highway safety barriers (see BS 6779);2) barriers used in building operations and works of engineering construction;3) safety barriers, with or without opening gate features, for the protection of children up to 24 months, where the safety requirement is covered by a specific safety standard, e.g. BS EN 1930;4) permanent means of access to machinery (see BS EN ISO 14122, all parts);5) barriers used in spectator areas of sports halls, and buildings used for spectator sports (see BS EN 13200, all parts).

BS EN 1998-3-2005欧洲法规 8.抗震结构的设计.第3部分:建筑物的评估和加固

(1) The scope of Eurocode 8 is defined in EN 1998-1: 2004, 1.1.1 and the scope ofthis Standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicatedin EN 1998-1: 2004, 1.1.3.(2) The scope of EN 1998-3 is as follows:− To provide criteria for the evaluation of the seismic performance of existingindividual building structures.− To describe the approach in selecting necessary corrective measures− To set forth criteria for the design of retrofitting measures (i.e. conception,structural analysis including intervention measures, final dimensioning of structuralparts and their connections to existing structural elements).NOTE For the purposes of this standard, retrofitting covers both the strengthening ofundamaged structures and the repair of earthquake damaged structures.(3) When designing a structural intervention to provide adequate resistance againstseismic actions, structural verifications should also be made with respect to non-seismicload combinations.(4) Reflecting the basic requirements of EN 1998-1: 2004, this Standard covers theseismic assessment and retrofitting of buildings made of the more commonly usedstructural materials: concrete, steel, and masonry.NOTE Informative Annexes A, B and C contain additional information related to the assessmentof reinforced concrete, steel and composite, and masonry buildings, respectively, and to theirupgrading when necessary.(5) Although the provisions of this Standard are applicable to all categories ofbuildings, the seismic assessment and retrofitting of monuments and historicalbuildings often requires different types of provisions and approaches, depending on thenature of the monuments.(6) Since existing structures:(i) reflect the state of knowledge at the time of their construction,(ii) possibly contain hidden gross errors,(iii) may have been submitted to previous earthquakes or other accidental actions withunknown effects,structural evaluation and possible structural intervention are typically subjected to adifferent degree of uncertainty (level of knowledge) than the design of new structures.Different sets of material and structural safety factors are therefore required, as well asdifferent analysis procedures, depending on the completeness and reliability of theinformation available.