标准规范下载简介和部分内容预览：
美国钢结构建筑桥梁设计标准规范1.7.1.Demolition and shoring of any part of an existing structure are not within the scope of work that is provided by either the Fabricator or theErector. Such demolition and shoring shall be performed in a timely manner so as not to interfere with or delay the work of the Fabricator and the Erector.
.7.2.Protection of an existing structure and its contents and equipment, so as to prevent damage from normal erection processes, is not within thescope of work that is provided by either theFabricator or the Erector. Such protection shall be performed in a timely manner so as not to interfere with or delay the work of the Fabricator or the Erector.
db1331／t 008-2022 雄安新区物联网终端建设导则 第2部分：楼宇1.7.4.AbatementorremovalofHazardousMaterialsisnotwithinthe scope of work that isprovidedby either the Fabricator or the Erector.Such abatement orremoval shall beperformed in a timely mannersoasnottointerferewithordelaytheworkofthe Fabricator and theErector.
Means,Methods and Safety of
1.8.1. The Erector shall be responsible for the means, methods and safety of erection of theStructural Steel frame.
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
SECTION2.CLASSIFICATIONOFMATERIALS
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
Commentary:
he Fabricator normally fabricates the items listed in Section 2.1.
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
OtherSteel,IronorMetalItems StructuralSteelshallnotincludeothersteel,ironormetalitems that are not generally described in Section 2.1, even where such items are shown in the structural DesignDrawings or are attached tothe Structural Steel frame.Other steel,iron or metal items includebut arenot limited to:
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
Commentary:
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
SECTION3.DESIGNDRAWINGSANDSPECIFICATIONS
SECTION3.DESIGNDRAWINGSANDSPECIFICATIONS
The Structural Steel Specification shall include any special requirementsfor thefabrication and erection of theStructural Steel The structural Design Drawings, Specifications and addenda shall be numbered and dated for the purposes of identification.
Commentary:
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
ffect the integrity of the structure or that arenecessaryfor the abricator and the Erector to proceed with their work must be icluded in the Contract Documents. Some examples of critical hformationinclude:
3.1.1. Permanent bracing, column stiffeners, column web doubl
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
Commentary:
(a)Allweldsizesandlengths: (b) All bolt sizes, locations, quantities and grades;
(a)Allweldsizesandlengths; (b) All bolt sizes, locations, quantities and grades;
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
(c) All plate and angle sizes, thicknesses and dimensions; and (d)All work point locations and related information.
驳岸工程施工组织设计CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION
3.1.3. When leveling plates are to be furnished as part of the contract requirements, their locations and required thickness and sizes shall bespecifiedintheContractDocuments.
3.1.3. When leveling plates are to be furnished as part of the contract
Vhen camber is required, the magnitude, direction and location off amber shall be specified in the structural Design Drawings.
办公楼装饰工程施工组织设计Commentary: For cantilevers, the specified camber may be up or down, dep ing upon the framing and loading.
3.1.6.Specificmembersor portions thereof that aretobeleft y
CodeofStandardPracticeforSteelBuildingsandBridges,March7,2000 AMERICANINSTITUTEOFSTEELCONSTRUCTION