Q72 混凝土构配件 标准查询与下载

NF P19-116*NF EN 1739:2007 带敞形结构的高压加气混凝土或轻质集料混凝土预制构件之间连接件的共面力剪切强度的测定

Determination of shear strength for in-plane forces of joints between prefabricated components of autoclaved aerated concrete or lightweight aggregate concrete with open structure.

DIN EN 14991:2007 预制混凝土制品.地基构件

This European Standard deals with the requirements and the basic performance criteria and specifies where applicable minimum values for precast foundation elements (comprising columns with integrated foundation elements, pocket foundation elements, sockets) made of reinforced normal weight concrete for structure of buildings according to EN 1992-1-1. This European Standard covers terminology, performance criteria, tolerances, relevant physical properties and special aspects of transport and erection. This European Standard does not cover the bearing capacity determined by testing.

Precast concrete products - Foundation elements; German version EN 14991:2007

DIN EN 14992:2007 预制混凝土制品.墙构件

This European Standard applies to prefabricated walls, made of normal weight or lightweight concrete with dense structure. They may have external wall functions (see 3.11) or not, have facing functions (see 3.12) or not or have a combination of these functions. External wall functions could be: - thermal insulation (see 3.11.1); - sound insulation (see 3.11.2); - hygrometric control (see 3.11.3); or a combination of these. They may be plain, reinforced or prestressed. They may be Ioadbearing or not. These include: - solid walls; - composite walls; - sandwich walls; - lightened walls; - claddings. The wall element may also work as a column or beam.

Precast concrete products - Wall elements; German version EN 14992:2007

DIN EN 14843:2007 预制混凝土制品.楼梯

This standard gives specifications for materials, production, properties, requirements and methods of testing for precast concrete monolithic stairs, and for precast concrete elements (e.g. individual steps) used to make reinforced and/or prestressed concrete stairs. This standard is applicable to structural stairs for indoor or outdoor use. This standard covers precast concrete stairs and associated landings of monolithic design or constructed from individual steps supported by beams or columns. Supporting elements may include in situ concrete. This standard covers terminology, performance criteria, verification methods, tolerances, relevant physical properties, special test methods and specific aspects of transport, erection and connection. Geometrical properties related to functionality of stairs are not covered by this standard and can be found in National regulations or local practice. Precast concrete stairs are classified into two main product families: - monolithic stairs constructed from precast concrete components consisting of flights, landings or a combination of these. They may include vertical supporting elements; - stairs constructed from individual steps, whether load bearing or not, assembled on site with, for example, carriages or a central column. Their shape may be straight or winding. Stairs may incorporate parapets (on one or both sides) and landings. Stairs may have simple bearings (e.g. on corbels, walls or beams), bolted connections or they may be connected with reinforcement and in situ concrete. The surfaces of the precast elements may be exposed or covered by finishes.

Precast concrete products - Stairs; German version EN 14843:2007

DIN EN 1739:2007 带有敞形结构的高压加气混凝土预制构件或轻型集料混凝土预制构件间连接共面力剪切强度的测定

This European Standard specifies methods of determining the shear strength for in-plane forces of joints between prefabricated components made of autoclaved aerated concrete (AAC) according to prEN 12602 or lightweight aggregate concrete with open structure (LAC) according to EN 1520.

Determination of shear strength for in-plane forces of joints between prefabricated components of autoclaved aerated concrete or lightweight aggregate concrete with open structure;English version of DIN EN 1739:2007-07

BS EN 14843:2007 预制混凝土制品.楼梯

This standard gives specifications for materials, production, properties, requirements and methods of testing for precast concrete monolithic stairs, and for precast concrete elements (e.g. individual steps) used to make reinforced and/or prestressed concrete stairs. This standard is applicable to structural stairs for indoor or outdoor use. This standard covers precast concrete stairs and associated landings of monolithic design or constructed from individual steps supported by beams or columns. Supporting elements may include in situ concrete. This standard covers terminology, performance criteria, verification methods, tolerances, relevant physical properties, special test methods and specific aspects of transport, erection and connection. Geometrical properties related to functionality of stairs are not covered by this standard and can be found in National regulations or local practice. Precast concrete stairs are classified into two main product families :  monolithic stairs constructed from precast concrete components consisting of flights, landings or a combination of these. They may include vertical supporting elements ;  stairs constructed from individual steps, whether load bearing or not, assembled on site with, for example, carriages or a central column. Their shape may be straight or winding. Stairs may incorporate parapets (on one or both sides) and landings. Stairs may have simple bearings (e.g. on corbels, walls or beams), bolted connections or they may be connected with reinforcement and in situ concrete. The surfaces of the precast elements may be exposed or covered by finishes.

Precast concrete products - Stairs

BS EN 13084-2:2007 独立式烟囱.混凝土烟囱

This European Standard specifies particular requirements and performance criteria for the design and construction of cast-in-situ concrete chimneys as well as prefabricated concrete chimneys. It identifies requirements to ensure the mechanical resistance and stability of concrete chimneys in accordance with the general requirements given in EN 13084-1. As for chimneys attached to buildings the criteria given in Clause 1 of EN 13084-1:2000 apply. Unless otherwise stated in the following clauses the basic standard for the design of concrete structures, EN 1992-1-1, applies.

Free-standing chimneys - Concrete chimneys

DIN EN 15361:2007 蒸压加气混凝土预制加筋构件中腐蚀防护覆层对横向锚杆的锚固能力影响的测定

This document specifies a pull-out test method for the verification of the applicability of the declared outer diameter of the transverse bars with corrosion protection coating ф in the calculation of the anchorage capacity of transverse anchorage bars (see A.10.3 in prEN 12602-2006) in prefabricated reinforced components of autocalaved aerated concrete(AAC).

Determination of the influence of the corrosion protection coating on the anchorage capacity of the transverse anchorage bars in prefabricated reinforced components of autoclaved aerated concrete; English version of DIN EN 15361:2007-06

EN 12794:2005+A1:2007 预制混凝土制品.基础桩

This document specifies the terminology, requirements, basic performance criteria, test methods and evaluation of conformity that will be applied to precast concrete foundation piles, factory produced for building and civil engineering works and installed at the site by the use of impact, vibration, pressing or other suitable techniques. This document may also be applied to products manufactured in temporary plants on site where production is controlled in accordance with the provisions of Clause 6 and is protected against adverse weather conditions as necessary. This document applies to foundation piles produced in a plant as reinforced or prestressed concrete elements. The cross-section may be solid or provided with a hollow core, either prismatic or cylindrical. The crosssection may be constant over the full length or tapered partly or wholly along the pile or pile segment length. This document deals with foundation piles manufactured either in one length or in segments with cast-in pile joints. The foundation piles may have an enlarged toe or a pile shoe. This document applies to normal weight concrete as defined in EN 206-1 compacted so as to retain no appreciable amount of entrapped air other than entrained air.

Precast concrete products - Foundation piles

BS EN 1739:2007 带有敞形结构的高压加气混凝土预制构件或轻质集料混凝土预制构件间连接共面力剪切强度的测定

This European Standard specifies methods of determining the shear strength for in-plane forces of joints between prefabricated components made of autoclaved aerated concrete (AAC) according to prEN 12602 or lightweight aggregate concrete with open structure (LAC) according to EN 1520.

Determination of shear strength for in-plane forces of joints between prefabricated components of autoclaved aerated concrete or lightweight aggregate concrete with open structure

BS EN 15361:2007 高压加气混凝土预制加筋构件中腐蚀防护覆层对横向锚杆的锚固能力影响的测定

This document specifies a pull-out test method for the verification of the applicability of the declared outer diameter of the transverse bars with corrosion protection coating φtot.g in the calculation of the anchorage capacity of transverse anchorage bars (see A.10.3 in prEN 12602:2006) in prefabricated reinforced components of autoclaved aerated concrete (AAC).

Determination of the influence of the corrosion protection coating on the anchorage capacity of the transverse anchorage bars in prefabricated reinforced components of autoclaved aerated concrete

BS EN 13791:2007 建筑物和预浇制混凝土构件的现场耐压强度评定

This European Standard:  gives methods and procedures for the assessment of the in-situ compressive strength of concrete in structures and precast concrete components;  provides principles and guidance for establishing the relationships between test results from indirect test methods and the in-situ core strength;  provides guidance for the assessment of the in-situ concrete compressive strength in structures or precast concrete components by indirect or combined methods. This European Standard does not include the following cases:  where indirect methods are used without correlation to core strength;  assessment based on cores less than 50 mm in diameter;  assessment based on less than 3 cores;  use of microcores. NOTE In these cases provisions valid in place of use apply. This European Standard is not for the assessment of conformity of concrete compressive strength in accordance with EN 206-1 or EN 13369 except as indicated in EN 206-1:2000, 5.5.1.2 or 8.4.

Assessment of in-situ compressive strength in structures and pre-cast concrete components

DIN V 18160-1 Bb.3:2007 烟囱.第1部分:设计和性能.依照DIN EN 14471的带塑料烟道内衬的系统烟道使用国标附录

Chimneys - Part 1: Design and performance, Supplement 3: National supplement for the use of system chimneys with plastic flue liners according to DIN EN 14471

JIS A 5373 ERRATUM 3:2007 勘误

ERRATUM

UL 1777-2007 烟囱内套

These requirements cover metallic and nonmetallic chimney liners intended for field-installation into new or existing masonry chimneys that are used for the natural draft venting of Category I gas-fired, Type L vented oil-fired, and solid-fuel-fired residential-type appliances in which the maximum continuous flue-gas outlet temperatures do not exceed 1000鳩 (538鳦). Chimney liners are intended to be installed in existing masonry chimneys with or without a liner of fire-clay tile, or to be used as a substitute for masonry fire-clay tile flue liners in new chimneys. Chimney liners are intended to be installed in accordance with the Standard for Chimneys, Fireplaces, Vents, and Solid Fuel Burning Appliances, NFPA 211; National Fuel Gas Code, NFPA 54 and codes such as the International Building Code, International Gas Code, International Mechanical Code, International Residential Code, and the Uniform Mechanical Code. Chimney liners as covered by these requirements are not intended for use with Category II, III, or IV gas burning appliances as defined by the National Fuel Gas Code, NFPA 54, or other appliances that result in condensation of corrosive acids on the liner of the chimney, or that create positive pressures in the chimney system.

UL Standard for Safety Chimney Liners Fourth Edition

ASTM D6638-07 土工合成加固和分段式混凝土构件间连接强度的测定用标准试验方法(模数混凝土块)

The connection strength between geosynthetic reinforcement and segmental concrete block units is used in design of reinforced soil retaining walls. This test is used to determine the connection strength for the design of the connection system formed by segmental concrete block units and geosynthetic reinforcement layers in reinforced soil retaining walls. Performing a series of these connection tests at varying normal loads permits development of a relationship between connection strength and normal load. This relationship may be linear, bi-linear, or some other complex mathematical expression. This connection strength test is meant to be a performance test (laboratory or field), therefore, it should be conducted using full-scale system components. The conditions for the test are selected by the user and are not for routine testing. As a performance test on full-scale system components it accounts for some of the variables in construction procedures and materials tolerance normally present for these types of retaining wall systems.1.1 This test method is used to determine the connection properties between a layer of geosynthetic reinforcement and segmental concrete block units used in construction of reinforced soil retaining walls. The test is carried out under conditions determined by the user that reproduce the connection system at full-scale. The results of a series of tests are used to define a relationship between connection strength for a segmental unit-geosynthetic connection system and normal load.1.2 This is a performance test used to determine properties for design of retaining wall systems utilizing segmental concrete units and soil reinforcing geosynthetics, either geotextiles or geogrids. The test is performed on a full-scale construction of the connection and may be run in a laboratory or the field.1.3 The values stated in SI units are regarded as the standard. The values stated in inch-pound units are provided for information only.This standard may involve hazardous materials, operations, and equipment. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Determining Connection Strength Between Geosynthetic Reinforcement and Segmental Concrete Units (Modular Concrete Blocks)

ASTM C1386-07 预制增压加气混凝土墙(PAAC)建筑部件的标准规范

1.1 This specification covers solid nonload-bearing and load-bearing precast concrete wall units made from autoclaved aerated concrete. Precast autoclaved aerated concrete (AAC) is a cementitious product based on calcium silicate hydrates in which low density is attained by the inclusion of an agent resulting in macroscopic voids and is subjected to high-pressure steam curing. The precast autoclaved aerated concrete wall units are large-size solid rectangular prisms, which are to be laid using thin-bed mortar. Installed units covered by this specification shall be protected against direct exposure to moisture using a coating material accepted by the AAC manufacturer.1.2 The raw materials used in the production of precast autoclaved aerated concrete are portland cement, quartz sand, water, lime, gypsum or anhydrite, and an agent resulting in macroscopic voids. The quartz sand used as a raw material may be replaced by a siliceous fine aggregate other than sand, and usually is ground to a fine powder before use. Fly ash may be used as a sand replacement. The batched raw materials are mixed thoroughly together to form a slurry. The slurry is cast into steel molds. Due to the chemical reactions that take place within the slurry, the volume expands. After setting, and before hardening, the mass is machine cut into units of various sizes. The units then are steam-cured under pressure in autoclaves where the material is transformed into a hard calcium silicate.1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.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 and health practices and determine the applicability of regulatory limitations prior to use. See Section 8, Section 9, and Section 10.

Standard Specification for Precast Autoclaved Aerated Concrete (AAC) Wall Construction Units

ASTM C315-07(2011) 粘土烟道衬里和烟囱顶管用标准规格

1.1 This specification establishes the criteria for acceptance, prior to installation, of clay flue liners and chimney pots used for conveying hot gases in masonry chimneys. 1.2 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. 1.3 For installation of clay flue liners, see Practice C1283.

Standard Specification for Clay Flue Liners and Chimney Pots

ASTM C315-07 粘土烟道衬里和烟囱顶管用标准规范

1.1 This specification establishes the criteria for acceptance, prior to installation, of clay flue liners and chimney pots used for conveying hot gases in masonry chimneys.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.1.3 For installation of clay flue liners, see Practice C 1283.

Standard Specification for Clay Flue Liners and Chimney Pots

JG 197-2006 预应力混凝土空心方桩

本标准规定了离心成型先张法预应力混凝土空心方桩（以下简称空心方桩）的产品分类、原材料及构造、要求、试验方法、检验规则、标志、产品合格证、堆放、吊装和运输等。 本标准适用于桩基工程使用的空心方桩。

Prestressed spun concrete square piles