91.060.10 墙、隔墙、面墙 标准查询与下载

T/NNAS 006-2023 世界技能大赛砌筑项目训练规范

1.基本要求 2.基础训练 3.实操训练 4.评测要求

Specification for training of world skills competition masonry project

T/NNAS 004-2023 世界技能大赛瓷砖贴面项目训练规范

1.基本要求 2.基础训练 3.实操训练 4.评分规则

Specification for training of world skills competition ceramic tile veneer project

T/CBMCA 046-2023 洁净室用装配式隔墙及吊顶系统技术要求

1、范围；2、规范性引用文件；3、术语和定义；4、分类；5、技术要求；6、检验方法；7、标志、包装、运输及贮存。

Technical requirements for prefabricated partition walls and ceiling systems for clean rooms

DB37/T 5257-2023 《装配式空心板叠合剪力墙结构技术规程》

本规程适用于山东省抗震设防烈度8 度及以下、设计基本地震加速度值不大于0.2g 的装配式空心板叠合剪力墙结构。

Technical Regulations for Prefabricated Hollow Slab Composite Shear Wall Structures

23/30466771 DC BS EN 18001 幕墙 环保产品声明 幕墙产品类别规则

BS EN 18001. Curtain walling. Environmental Product Declarations. Product category rules for curtain walling

T/CBDA 1005-2023 光电建筑发电系统检测

主要技术内容：1、范围；2、规范性引用文件；3、术语和定义；4、试件；5、准备工作；6、检测要求和方法；7、检测流程；8、检测报告。

Determination of power generation system for photovoltaic building

T/CBDA 1004-2023 光电建筑构件与设备

主要技术内容：1、范围；2、规范性引用文件；3、术语和定义；4、一般要求；5、要求；6、试验方法；7、检验规则；8、标志、包装、运输和贮存。

Components and equipments of photovoltaic building

T/YCST 011-2023 现浇泡沫混凝土轻质隔墙技术规程

本规程的主要技术内容是：1.总则；2.术语、符号；3. 基本规定；4.材料；5.设计；6.施工；7.验收。

Technical specification for cast-in-place foamed concrete lightweight partition wall

KS F 4725-2023 木质墙板组件

Wood-based panel assembly for wall

T/SDAS 701-2023 OKS保温板外墙保温系统建筑构造

本图集适用于抗震设防烈度8度及以下地区新建、改扩建的民用与工业建筑的外墙保温工程。

OKS insulation board exterior wall insulation system building structure

T/SDAS 700-2023 OKS保温板外墙保温系统应用技术规程

1.0.1 为规范OKS保温板外墙保温系统的应用，做到安全适用、技术先进、经济合理，保证工程质量，制定本规程。 1.0.2 本规程适用于抗震设防烈度8度及以下地区新建、改扩建的民用与工业建筑的外墙保温工程。 1.0.3 OKS保温板外墙保温系统的设计、施工及验收，除应符合本规程的规定外，尚应符合国家、行业和山东省现行有关标准的规定。

Technical specification for application of OKS insulation board external wall insulation system

DB36/T 1808-2023 中小学校教室LED照明技术规范

Technical Specifications for LED Lighting in Primary and Secondary School Classrooms

T/ZS 0504-2023 气凝胶保温膏料保温系统应用技术规程

1 范围　 2 规范性引用文件　 3 术语和定义　 4 系统及组成材料　 4.1 性能要求　 4.2 包装与贮运　 5 设计　 5.1 一般要求　 5.2 构造设计　 5.3 热工设计　 6 施工　 6.1 一般要求　 6.2 施工工艺　 6.3 施工要点　 6.4 成品保护　 7 质量验收　 7.1 一般要求　 7.2 主控项目　 7.3 一般项目　 附 录 A（资料性）气凝胶保温膏料保温工程检验批质量验收记录　 附 录 B（规范性）气凝胶保温膏料保温系统材料检验规则　

Technical specification for application of aerogel thermal insulation paste thermal insulation system

T/SCDA 050-2023 DE烧结淤泥多孔砖复合保温墙体系统建筑构造

  1.本图集适用于民用建筑非承重框架填充墙。工业建筑在技术条件相同时也可适用。   2.本图集适用于抗震设防烈度7度地区的乙类和丙类建筑物。   3.本图集DE烧结淤泥多孔砖也可用于有保温要求的内隔墙。   4.DE砖复合保温墙体禁止采用外包墙形式。

DE sintered silt porous brick composite insulation wall system building structure

T/CASMES 159-2023 轻钢龙骨式复合墙体应用技术规程

本文件规定了轻钢龙骨式复合墙体的基本规定、材料、设计、施工、验收、墙体维护及拆除。

echnical specification for application of light-gauge steel framing wall panel

DB11/T 2128-2023 预制混凝土夹心保温外墙板应用技术规程

Technical regulations for the application of precast concrete sandwich insulation exterior wall panels

ASTM C1670/C1670M-23 粘合人造石砌面板单元的标准规范

1.1 This specification covers the minimum product requirements for adhered manufactured stone masonry veneer units applied as an adhered veneer to exterior and interior walls and structures suitable to receive units. 1.2 The property requirements of this specification apply at the time of delivery. This standard does not address the physical evaluation of installed units removed from service. 1.3 The units described by this specification are manufactured from a mixture of cement, normal or lightweight aggregates (or a combination of both), water, admixtures, other cementitious materials and other components which are wetcast into shapes simulating the appearance of natural stone and other textures. 1.4 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. 1.5 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes shall not be considered as requirements of the standard. 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. NOTE 1—When particular features are desired such as surface textures or color these features should be specified separately. Suppliers should be consulted as to the availability of units having the desired features. 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. A1.1 Scope A1.1.1 This annex provides information on determining the average unit thickness on adhered manufactured stone masonry veneer units. NOTE A1.1—Other methods than the one presented here for determining average thickness may exist. These other methods should be verified by comparing results to the method provided here. A1.2 Sample Size A1.2.1 From each manufacturing location, obtain a minimum of three (3) samples of units that are representative of the materials, concrete mix design, manufacturing process and curing method. A1.3 Volume Measurement A1.3.1 The net volume of each unit shall be determined by dividing the saturated weight (Ws) by the saturated density determined in accordance with 8.3. A1.4 Area Measurement A1.4.1 Determine the area of the unit using A1.4.2, A1.4.3, or A1.4.4. A1.4.2 Rectangular Units—For rectangular units, measure the minimum and maximum length and width of each unit to the nearest 0.1 in. [2.5 mm]. Average the measured lengths and widths of each unit and calculate the average area of each unit by multiplying the average length and average width A1.4.3 Circular or Oval Units—For circular or oval units, measure the length (defined as the largest diameter of each unit) and the width (defined as the smallest diameter of each unit) to the nearest 0.1 in. [2.5 mm]. Calculate the average area of each unit as follows: Area, in.2 @mm2 # 5 Π ×Slength 2 D×Swidth 2 D A1.4.4 Non–Rectangular Units—For non-rectangular units the area of a unit shall be determined using A1.4.4.1 or A1.4.4.2. C1670/C1670M − 23 5 A1.4.4.1 Trace the outline of each unit onto graph paper. Count the number of squares inside the outline. Estimate the number of partial squares that are contained inside the outline. Add the total number of squares and determine the area of each unit by multiplying the number of squares counted by the area of each square on the graph paper. A1.4.4.2 Cut a large, rectangular piece of graph paper to serve as control paper. Measure and record its area and mass. Divide the mass by area to compute the mass per unit area. Trace the outline of each unit onto graph paper. Cut out traced area and take weight of the paper cut out. Divide by weight by the mass per unit area of the control paper to calculate unit area. A1.5 Average Thickness Calculation A1.5.1 Determine the average thickness of each unit by dividing the unit volume determined in accordance with A1.3 by the unit area determined in accordance with A1.4. The average of the three ACMV unit thicknesses shall be reported as the average unit thickness for the lot. SUMMARY OF CHANGES Committee C15 has identified the location of selected changes to this standard since the last issue (C1670/C1670M – 21b) that may impact the use of this standard. (June 15, 2023) (1) Modified 5.3 and 5.5 to require three specimens for compressive strength testing. (2) Modified 6.3 and 6.4.2 to require three specimens for freeze-thaw durability testing. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service@astm.org (e-mail); or through the ASTM website (www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http://www.copyright.com/ C1670/C1670M − 23 6 

Standard Specification for Adhered Manufactured Stone Masonry Veneer Units

ASTM C946-23 干堆表面粘合墙施工的标准实施规程

1.1 This practice covers material, workmanship, and construction procedures for applying surface bonded mortar to both sides of dry stacked concrete masonry units. It does not include grout, reinforcing, anchorage, or control joints since their use is essentially the same as conventional concrete masonry construction, unless specifically mentioned in this practice. NOTE 1—Design and construction procedures for conventional concrete masonry construction are found in Building Code Requirements for Masonry Structures (TMS 402-16) and Specification for Masonry Structures (TMS 602-16). 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 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 Practice for Construction of Dry-Stacked, Surface-Bonded Walls

T/SDBMIA 001-2023 DS内置钢丝网片组合板现浇混凝土墙体自保温系统应用技术规程

1.总则； 2.术语； 3.基本规定； 4.性能要求； 5.设计； 6.施工； 7.验收。

DS built-in steel wire mesh composite plate cast-in-place concrete wall self-insulation system application technical specification

T/SDBMIA 002-2023 DS钢丝网架组合板现浇混凝土墙体自保温系统建筑构造

1.适用范围； 2.设计依据； 3.编制内容； 4.系统构成及构造示意； 5.系统及材料性能要求； 6.设计要求； 7.构造节点详图等。 无强制性条文。

DS steel wire grid composite plate cast-in-place concrete wall self-insulation system building structure