RCSC Specification-2014 高强度螺栓结构连接规范 Specification for Structural Joints Using High-Strength Bolts

VIP免费

标准小能手 2026-03-29 28 1.64MB 100 页 16星币

侵权投诉

Specification for

Structural Joints Using

High-Strength Bolts

August 1, 2014

Supersedes the December 31, 2009 Specification for

Structural Joints Using High-Strength Bolts.

Prepared by RCSC Committee A.1—Specifications and

approved by the Research Council on Structural Connections.

www.boltcouncil.org

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

c/o AISC, One East Wacker Drive, Suite 700, Chicago, Illinois 60601

Specification for Structural Joints Using High-Strength Bolts, August 1, 2014

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

16.2-ii

Research Council on Structural Connections

without the written permission of the publisher.

The information presented in this publication has been prepared in accordance with

recognized engineering principles and is for general information only. While it is

believed to be accurate, this information should not be used or relied upon for any

specific application without competent professional examination and verification of

its accuracy, suitability, and applicability by a licensed professional engineer,

designer, or architect. The publication of the material contained herein is not

intended as a representation or warranty on the part of the Research Council on

Structural Connections or of any other person named herein, that this information

is suitable for any general or particular use or of freedom from infringement of any

patent or patents. Anyone making use of this information assumes all liability

arising from such use.

Caution must be exercised when relying upon other specifications and codes

developed by other bodies and incorporated by reference herein since such material

may be modified or amended from time to time subsequent to the printing of this

edition. The Institute bears no responsibility for such material other than to refer to

it and incorporate it by reference at the time of the initial publication of this edition.

Printed in the United States of America

Specification for Structural Joints Using High-Strength Bolts, August 1, 2014

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

16.2-iii

PREFACE

The purpose of the Research Council on Structural Connections (RCSC) is:

(1) To stimulate and support such investigation as may be deemed necessary and

valuable to determine the suitability, strength and behavior of various types of

structural connections;

(2) To promote the knowledge of economical and efficient practices relating to such

structural connections; and,

(3) To prepare and publish related specifications and such other documents as necessary

to achieving its purpose.

The Council membership consists of qualified structural engineers from academic and

research institutions, practicing design engineers, suppliers and manufacturers of fastener

components, fabricators, erectors and code-writing authorities.

The first Specification approved by the Council, called the Specification for

Assembly of Structural Joints Using High Tensile Steel Bolts, was published in January

1951. Since that time the Council has published seventeen successive editions. Each was

developed through the deliberations and approval of the full Council membership and

based upon past successful usage, advances in the state of knowledge and changes in

engineering design practice. This edition of the Council’s Specification for Structural

Joints Using High-Strength Bolts continues the tradition of earlier editions. The major

changes are:

 Appendix B provisions were incorporated directly into Section 5 of the Specification.

 Tolerances for the Turn-of- Nut method were adjusted.

 Glossary definitions for “pretension” were added.

 F1136 coating on F1852 and F2280 bolts was deleted from Table 2.1 in recognition

that this coating has not been approved by ASTM for use on TC bolts.

 Slip critical equations in Section 5.4 were updated for consistent with the AISC

Specification.

 Clarification language was provided for approval requirements for hole sizes other

than standard holes.

 The snug-tightened joint definition was redefined back to the 2004 definition due to

issues regarding turn-of-nut tension requirements.

In addition, typographical changes have been made throughout this Specification.

文档加载中……请稍候！
如果长时间未打开，您也可以点击刷新试试。

下载文档到电脑，查找使用更方便

亲，本站95%以上的标准规范都面向会员免费，办理VIP会员下载更省钱，平均每篇不到2元

立即下载 VIP免费下载

标签： #高强度 # 高强度 #结构

摘要：

该文档为RCSC于2014年发布的高强度螺栓结构连接规范（Specification for Structural Joints Using High-Strength Bolts），是钢结构工程中用于指导高强度螺栓连接设计、安装与检验的核心技术标准。规范涵盖了螺栓的材质等级、预拉力控制、摩擦面处理、连接类型（如摩擦型与承压型）以及施工与验收要求，适用于建筑、桥梁等钢结构领域。本规范由美国研究委员会（Research Council on Structural Connections）制定，旨在确保螺栓连接的承载性能与施工质量，是工程技术人员在设计审核与现场施工时必须参考的重要文件。

展开>> 收起<<

RCSC Specification-2014 高强度螺栓结构连接规范 Specification for Structural Joints Using High-Strength Bolts.pdf

共100页,预览3页

还剩页未读，继续阅读

声明：本文档系会员上传，若文档所含内容侵犯了您的版权或隐私，请立即通知，我们立即给予侵权申诉删除！

RCSC Specification-2014 高强度螺栓结构连接规范 Specification for Structural Joints Using High-Strength Bolts

相关推荐

开通VIP享超值会员特权

相关内容

热门标签

举报选择: