Q14 混凝土制品 标准查询与下载

DB5101/T 44-2019 预制混凝土箱涵生产企业质量管理规程

本标准规定了预制混凝土箱涵生产企业质量管理的术语和定义、质量管理机构、质量管理要求、检 验试验的能力和条件、原材料的质量管理、生产过程的质量管理、检验试验、出厂产品的质量管理、售 后服务。 本标准适用于生产预制箱涵的企业。

Quality management regulations for precast concrete box culvert manufacturers

DB64/T 1588-2019 预制钢筋混凝土加筋塑膜电缆管道应用技术规程

Technical specification for the application of prefabricated reinforced concrete reinforced plastic film cable ducts

DB14/T 1754-2018 保模一体板现浇混凝土复合保温系统通用技术条件

本标准规定了保模一体板现浇混凝土复合保温系统的术语和定义、一般规定、要求、试验方法、检验规则、标志、包装、运输和贮存。本标准适用于民用建筑采用的保模一体板现浇混凝土复合保温系统。

General technical requirements for cast-in-place concrete composite thermal insulation system with mold-retaining integrated slab

JC/T 2475-2018 泡沫混凝土墙板、屋面板

Foam concrete wall panels and roof panels

JC/T 743-2018 纤维增强水泥管道铺设指南

Fiber Reinforced Cement Pipe Laying Guide

JC/T 980-2018 纤维水泥电缆管及其接头

Fiber cement cable pipe and its joints

JC/T 2482-2018 自保温混凝土夹芯墙板

Self-insulating concrete sandwich wall panels

JC/T 2480-2018 钢框架轻质混凝土复合屋面板

Steel frame lightweight concrete composite roof panels

JC/T 2479-2018 水泥基复合材料保温板

Cement-based composite insulation board

DIN EN 13369:2018 预制混凝土产品的通用规则; 德文版本EN 13369-2018

This European document specifies the requirements, the basic performance criteria and the evaluation of conformity for unreinforced, reinforced and prestressed precast concrete products made of compact light-, normal- and heavyweight concrete according to EN 206-1 with no appreciable amount of entrapped air other than entrained air. Concrete containing fibres for other than mechanical properties steel, polymer or other fibres is also covered. It does not cover prefabricated reinforced components of lightweight aggregate concrete with open structure. It may also be used to specify products for which there is no standard. Not all of the requirements (Clause 4) of this draft are relevant to all precast concrete products. If a specific product standard exists, it takes precedence over this standard.The precast concrete products dealt with in this draft are factory produced for building and civil engineering works. This document may also be applied to products manufactured in temporary plants on site if the production is protected against adverse weather conditions and controlled following Clause 6 provisions. The analysis and design of precast concrete products is not within the scope of this standard but it does offer, for non-seismic zones, information about:- the choice of partial safety factors defined by the pertinent Eurocode;- the definition of some requirements for prestressed concrete products.

Common rules for precast concrete products; German version EN 13369:2018

BS EN 13369:2018 预制混凝土产品通用规则

Common rules for precast concrete products

JC/T 564.2-2018 纤维增强硅酸钙板 第2部分:温石棉硅酸钙板

本部分规定了温石棉硅酸钙板(简称石棉硅钙板)的术语和定义、分类、等级、规格和标记、原材料、要求、试验方法、检验规则、标志与合格证、运输、包装和贮存。 本部分石棉硅钙板适用于非限制使用石棉的场所。

Fiber reinforced calcium silicate boards.Part 2: Asbetos calcium silicate boards

JC/T 2461-2018 高延性纤维增强水泥基复合材料力学性能试验方法

本标准规定了高延性纤维增强水泥基复合材料的术语和定义、试件制作方法、立方体抗压强度、轴心抗压强度、静力受压弹性模量、抗折强度、初裂抗拉强度、极限抗拉强度、极限延伸率、平均裂缝间距和平均裂缝宽度试验方法。 本标准适用于预制和现场浇筑的高延性纤维增强水泥基复合材料。

Standard test method for the mechanical properties of ductile fiber reinforced cementitious composites

JC/T 2456-2018 预制混凝土箱涵

本标准规定了预制混凝土箱涵(以下简称箱涵)的术语和定义、分类、原材料、混凝土配合比及构造、技术要求、试验方法、检验规则以及标志、运输和贮存、产品合格证等。 本标准适用于开槽施工和顶进施工用箱涵。 本标准适用于城市综合管廊、电缆隧道、储水槽、地下通道以及排水等地下管网工程所需的箱涵。生产其他用途的箱涵由供需双方协商，可参照本标准执行。

Precast concrete box culvert

JC/T 412.2-2018 纤维水泥平板 第2部分:温石棉纤维水泥平板

本部分规定了温石棉纤维水泥平板(简称石棉板)的术语和定义、分类、等级、规格和标记、原材料、要求、试验方法、检验规则、标志与合格证、运输、包装和贮存。 本部分适用于非限制使用石棉的场所。

Fiber cement flat sheets.Part 2: Asbetos fiber cement flat sheets

JC/T 564.1-2018 纤维增强硅酸钙板 第1部分:无石棉硅酸钙板

本部分规定了无石棉硅酸钙板(简称无棉硅钙板)的术语和定义、分类、等级、规格和标记、原材料、要求、试验方法、检验规则以及标志与合格证、运输、包装和贮存。 本部分适用于作为建筑物内墙板、外墙板、吊顶板、车厢、海上建筑、船舶内隔板及复合保温板面板等兼有防火、隔热、防潮等要求的无棉硅钙板，也可适用于家装等其他用途的无棉硅钙板。

Fiber reinforced calcium silicate boards.Part 1: Non-asbestos calcium silicate boards

JC/T 2460-2018 预制钢筋混凝土化粪池

本标准规定了预制钢筋混凝土化粪池及其配件的术语和定义、分类、标记和规格尺寸、一般规定、要求、试验方法、检验规则以及标志、运输和贮存、出厂合格证等。 本标准适用于各种预制钢筋混凝土化粪池。

Precast concrete septic tanks

ASTM C42/C42M-18 混凝土钻芯和锯梁的获得和试验的标准试验方法

3.1 This test method provides standardized procedures for obtaining and testing specimens to determine the compressive, splitting tensile, and flexural strength of in-place concrete. 3.2 Generally, test specimens are obtained when doubt exists about the in-place concrete quality due either to low strength test results during construction or signs of distress in the structure. Another use of this method is to provide strength information on older structures. 3.3 Concrete strength is affected by the location of the concrete in a structural element, with the concrete at the bottom tending to be stronger than the concrete at the top. Core strength is also affected by core orientation relative to the horizontal plane of the concrete as placed, with strength tending to be lower when measured parallel to the horizontal plane.3 These factors shall be considered in planning the locations for obtaining concrete samples and in comparing strength test results. 3.4 The strength of concrete measured by tests of cores is affected by the amount and distribution of moisture in the specimen at the time of test. There is no standard procedure to condition a specimen that will ensure that, at the time of test, it will be in the identical moisture condition as concrete in the structure. The moisture conditioning procedures in this test method are intended to provide reproducible moisture conditions that minimize within-laboratory and between-laboratory variations and to reduce the effects of moisture introduced during specimen preparation. 3.5 The measured compressive strength of a core will generally be less than that of a corresponding properly molded and cured standard cylinder tested at the same age. For a given concrete, however, there is no unique relationship between the strengths of these two types of specimens (see Note 3). The relationship is affected by many factors such as the strength level of the concrete, the in-place temperature and moisture histories, the degree of consolidation, batch-to-batch variability, the strength-gain characteristics of the concrete, the condition of the coring apparatus, and the care used in removing cores. Note 3: A procedure is available for estimating the equivalent cylinder strength from a measured core strength.4 Note 4: In the absence of core strength requirements of an applicable building code or of other contractual or legal documents that may govern the project, the specifier of tests should establish in the project specifications the acceptance criteria for core strengths. An example of acceptance criteria for core strength is provided in ACI 318,5 which are used to evaluate cores taken to investigate low strength test results of standard-cured cylinder during construction. According to ACI 318, the concrete represented by the cores is considered structurally adequate if the average strength of three cores is at least 8

Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C39/C39M-18 圆柱形混凝土试件抗压强度的标准试验方法

5.1 Care must be exercised in the interpretation of the significance of compressive strength determinations by this test method since strength is not a fundamental or intrinsic property of concrete made from given materials. Values obtained will depend on the size and shape of the specimen, batching, mixing procedures, the methods of sampling, molding, and fabrication and the age, temperature, and moisture conditions during curing. 5.2 This test method is used to determine compressive strength of cylindrical specimens prepared and cured in accordance with Practices C31/C31M, C192/C192M, C617/C617M, C943, C1176/C1176M, C1231/C1231M, and C1435/C1435M, and Test Methods C42/C42M, C873/C873M, and C1604/C1604M. 5.3 The results of this test method are used as a basis for quality control of concrete proportioning, mixing, and placing operations; determination of compliance with specifications; control for evaluating effectiveness of admixtures; and similar uses. 5.4 The individual who tests concrete cylinders for acceptance testing shall meet the concrete laboratory technician requirements of Practice C1077, including an examination requiring performance demonstration that is evaluated by an independent examiner. Note 1: Certification equivalent to the minimum guidelines for ACI Concrete Laboratory Technician, Level I or ACI Concrete Strength Testing Technician will satisfy this requirement. 1.1 This test method covers determination of compressive strength of cylindrical concrete specimens such as molded cylinders and drilled cores. It is limited to concrete having a density in excess of 800 kg/m38201;[50 lb/ft3]. 1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with 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.(Warning—Means should be provided to contain concrete fragments during sudden rupture of specimens. Tendency for sudden rupture increases with increasing concrete strength and it is more likely when the testing mac......

Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

DB36/T 986-2017 混凝土外加剂应用技术规程

Technical specification for the application of concrete admixtures