ACI 544 6R-2015 Report on Design and Construction of Steel Fiber-Reinforced Concrete Elevated Slabs.pdf
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1、Report on Design and Construction of Steel Fiber-Reinforced Concrete Elevated SlabsReported by ACI Committee 544ACI 544.6R-15First PrintingSeptember 2015ISBN: 978-1-942727-32-3Report on Design and Construction of Steel Fiber-Reinforced Concrete Elevated SlabsCopyright by the American Concrete Instit
2、ute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI.The technical committees responsible for ACI committee reports an
3、d standards strive to avoid ambiguities, omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for
4、 the improvement of ACI documents are requested to contact ACI via the errata website at http:/concrete.org/Publications/DocumentErrata.aspx. Proper use of this document includes periodically checking for errata for the most up-to-date revisions.ACI committee documents are intended for the use of in
5、dividuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. Individuals who use this publication in any way assume all risk and accept total responsibility for the appl
6、ication and use of this information.All information in this publication is provided “as is” without warranty of any kind, either express or implied, including but not limited to, the implied warranties of merchantability, fitness for a particular purpose or non-infringement.ACI and its members discl
7、aim liability for damages of any kind, including any special, indirect, incidental, or consequential damages, including without limitation, lost revenues or lost profits, which may result from the use of this publication.It is the responsibility of the user of this document to establish health and s
8、afety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must c
9、omply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards.Participation by governmental representatives in the work of the American Concrete Institute and in the development of Institut
10、e standards does not constitute governmental endorsement of ACI or the standards that it develops.Order information: ACI documents are available in print, by download, on CD-ROM, through electronic subscription, or reprint and may be obtained by contacting ACI.Most ACI standards and committee report
11、s are gathered together in the annually revised ACI Manual of Concrete Practice (MCP).American Concrete Institute38800 Country Club DriveFarmington Hills, MI 48331Phone: +1.248.848.3700Fax: +1.248.848.3701www.concrete.orgACI 544.6R-15Report on Design and Construction of Steel Fiber-Reinforced Concre
12、te Elevated SlabsReported by ACI Committee 544Barzin Mobasher,* ChairNeven Krstulovic-Opara, SecretaryClifford N. MacDonald, Membership SecretaryCorina-Maria AldeaNemkumar BanthiaJoaquim Oliveira Barros*Gordon B. BatsonVivek S. BindiganavilePeter H. BischoffJean-Philippe CharronXavier Destree*Ashish
13、 DubeyPhilip J. DyerMahmut EkenelGregor D. FischerDean P. ForgeronAntonio GallovichGraham T. GilbertVellore S. GopalaratnamAntonio J. GuerraRishi GuptaCarol D. HaysGeorge C. HoffAllen J. HulshizerAkm Anwarul IslamJohn JonesDavid A. LangeMaria Lopez de MurphyMichael A. MahoneyBruno MassicotteChristia
14、n MeyerNicholas C. Mitchell Jr.Gerald H. MortonAntoine E. Naaman*Jeffrey L. NovakMark E. PattonMax L. PorterJohn H. PyeVenkataswamy RamakrishnanKlaus Alexander RiederPierre RossiSurendra P. ShahKonstantin SobolevJim D. Speakman Sr.Peter C. TatnallHoussam A. ToutanjiGeorge J. VentaGary L. VondranKay
15、WilleRobert WojtysiakCarla V. YlandRobert C. ZellersLihe ZhangRonald F. ZolloConsulting MembersAshraf I. AhmedClaire G. BallHiram Price Ball Jr.Leonard W. BellArnon BenturAndrzej M. BrandtMark A. BuryJonas CarlswardZhi-Yuan ChenJames I. DanielSidney FreedmanBob GraceC. Geoffrey HampsonRoger L. Lacro
16、ixDavid R. LankardPritpal S. MangatWinston A. MarsdenHenry N. Marsh Jr.James R. McConaghyHenry J. MolloyDudley R. MorganDirk E. NemegeerMichael J. RoachMorris SchupackAke SkarendahlBen L.TilsenEldon G. TippingJean Francois Trottier_*Members who prepared this report.Chair of the task group who drafte
17、d this report.Deceased.ACI Committee Reports, Guides, and Commentaries are intended for guidance in planning, designing, executing, and inspecting construction. This document is intended for the use of individuals who are competent to evaluate the significance and limitations of its content and reco
18、mmendations and who will accept responsibility for the application of the information it contains. ACI disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage arising there from. Reference to this document shall not be made in contract
19、 documents. If items found in this document are desired by the Architect/ Engineer to be a part of the contract documents, they shall be restated in mandatory language for incorporation by the Architect/Engineer.ACI 544.6R-15 was adopted and published September 2015.Copyright 2015, American Concrete
20、 Institute.All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc-tion or for use in any knowledge or re
21、trieval system or device, unless permission in writing is obtained from the copyright proprietors.Construction of slabs in areas with weak soil conditions has commonly used pile-supported slab structural design so that the adverse effects of soil-structure interaction in terms of differential settle
22、ment, cracking, or long-term serviceability problems are avoided. In this application, the construction of slabs on closely spaced pile caps (typical span-depth ratios between 8 and 30) is referred to as elevated ground slabs (EGSs). These slabs may be subjected to moderately high loading, such as c
23、oncentrated point loading of up to 44 kip (150 kN) and uniformly distributed loadings of 1000 lb/ft2(50 kN/m2). The dynamic loadings may be due to moving loads such as forklifts, travel lifts, and other material handling equipment. Fiber-reinforced concrete (FRC) has been successfully used to addres
24、s the structural design of these slabs. Based on the knowledge gained, the area has been extended to a construction practice for slabs supported by columns as well. Applications are further extended to multi-story building applications. This report addresses the methodology for analysis, design, and
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