TECHNICAL CORRECTION
October 2006
Process Industry Practices
Structural
excite在线翻译PIP STF05121
Fabrication and Installation of
Anchor Bolts
PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES
In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial urs, contractors, or standards organizations. By harmonizing the technical requirements into a single t of Practices, administrative, application, and engineering costs to both the purchar and the manufacturer should be reduced. While this Practice is expected to incorporate the majority of requirements of most urs, individual applications may involve requirements that will be appended to and take precedence over this Practice. Determinations concerning fitness for purpo and particular matters or application of the Practice to particular project or engineering situations should not be made solely on information contained in the materials. The u of trade names from time to time should not be viewed as an expression of preference but rather recognized as normal usage in the trade. Other brands having the same specifications are equally correct and may be substituted for tho named. All Practices or guidelines are intended to be consistent with applicable laws and regulations including OSHA requirements. To the extent the Practices or guidelines should conflict with OSHA or other applicable laws or regulations, such laws or regulations must be followed. Consult an appropriate professional before applying or acting on any material contained in or suggested by the Practice.
This Practice is subject to revision at any time.
© Process Industry Practices (PIP), Construction Industry Institute, The
University of Texas at Austin, 3925 West Braker Lane (R4500), Austin,
Texas 78759. PIP member companies and subscribers may copy this Practice
for their internal u. Changes, overlays, addenda, or modifications of any
kind are not permitted within any PIP Practice without the express written
authorization of PIP.
PRINTING HISTORY
August
Issued
2003
Correction
Technical
October
2006
Not printed with State funds
TECHNICAL CORRECTION
October 2006
Process Industry Practicesadorable
Page 1 of 6
Process Industry Practices
Structural
PIP STF05121
Fabrication and Installation of Anchor Bolts
Table of Contentsthrow
馊主意
1. Introduction (2)
1.1 Purpo (2)
1.2 Scope (2)
2. References (2)
2.1 Process Industry Practices (2)
2.2 Industry Codes and Standards (2)
3. Requirements (2)
3.1 General (2)
3.2 Materials (3)
3.3 Bolt Callout (3)
3.4 Fabrication (3)
3.5 Asmblies (4)
3.6 Installation (4)
Appendix (5)
Anchor Bolt Data Table
Anchor Bolt Details
PIP STF05121
TECHNICAL CORRECTION Fabrication and Installation of Anchor Bolts October 2006
Page 2 of 6 Process Industry Practices 1. Introduction
1.1 Purpo
This Practice provides details and requirements for anchor bolt fabricators and
installers. This Practice also provides information for the design engineer to
standardize bolt lengths. The intent of this Practice is to minimize the u of non-
standard bolt lengths.
1.2 Scope
This Practice provides the details and requirements for anchor bolt fabrication and
installation. Two standard lengths are shown for each diameter anchor bolt. This
Practice also provides requirements for non-standard bolt lengths. 2. References
Applicable requirements in the following Practices and industry codes and standards shall be considered an integral part of this Practice. The edition in effect on the date of contract
award shall be ud, except as otherwi noted. Short titles will be ud herein where
appropriate.
2.1 Process Industry Practices (PIP)
– PIP STS03001 - Plain and Reinforced Concrete Specification
2.2 Industry Codes and Standards环球雅思培训多少钱
• American Society of Testing and Materials (ASTM)
– ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on
Iron and Steel Hardware
– ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts美容养生培训
– ASTM F436 - Standard Specification for Hardened Steel Washers
– ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and
105-ksi Yield Strength
• American Society of Mechanical Engineers (ASME)
– ASME B18.2.1 – Square and Hex Bolts and Screws 3. Requirements
3.1 General
3.1.1 Unless a non-standard bolt length is required, the design engineer shall
specify one of the two standard length anchor bolts shown for each anchor
bolt diameter in the Anchor Bolt Data Table.
3.1.2
Non-standard bolt lengths may be required for the following reasons:
TECHNICAL CORRECTION
PIP STF05121 October 2006 Fabrication and Installation of Anchor Bolts
Process Industry Practices Page 3 of 6 a. A longer than necessary bolt length may cau the foundation to be
deeper than practical.
b. A longer than necessary bolt length may cau the anchor bolt to project
into the foundation (mat), which would increa construction costs.
maskc. To properly transfer load to the reinforcing steel, the anchor bolt may
need to be longer than the standard bolt.
3.1.3 If a non-standard bolt length is required, it should be an even dimension (an
even number of inches) and should be significantly different in length than
the standard length bolt (at least 6 inches shorter or longer than the clost
standard length bolt).洪恩幼儿英语视频
3.2 Materials
3.2.1visit的过去分词
Bolts shall conform to ASTM F1554, Grade 36, with UNC-2A threads except as otherwi specified on the design drawing. 3.2.2
schickNuts shall conform to ASTM A563, Grade A, heavy hex with UNC-2B threads. Washers shall be ASTM F436. 3.2.3 Headed bolts (conforming to Section 3.2.1) of at least the same length above
the bottom nut (e “Anchor Bolt Details”) are an acceptable substitution.
Bolt head style shall be heavy hex in accordance with ASME B18.2.1.
3.3 Bolt Callout
Anchor bolts shall be identified on design drawings as follows:
Comment : For record purpos, lengths of standard length anchor bolts shall be
noted either in the call-out or in notes on the drawings. The engineer
may duplicate the Anchor Bolt Data Table (this Practice) on the
design drawing.
3.4 Fabrication
3.4.1 Unless otherwi specified, all bolts (total bolt length), nuts, and washers
shall be hot-dip galvanized after fabrication in accordance with ASTM A153,
Class C.
3.4.2
Excess galvanizing material shall be removed from the threaded portions of
the bolts by the u of a centrifuge or by mechanical chasing of the threads.
