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ACI 131.2R-2017 Guide to Use of Industry Foundation Classes in Exchange of Reinforcement Models.pdf

1、Guide to Use of Industry Foundation Classes in Exchange of Reinforcement Models Reported by ACI Committee 131 ACI 131.2R-17First Printing October 2017 ISBN: 978-1-945487-81-1 Guide to Use of Industry Foundation Classes in Exchange of Reinforcement Models Copyright by the American Concrete Institute,

2、 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 and s

3、tandards 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 th

4、e 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 ind

5、ividuals 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 appli

6、cation 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 disc

7、laim 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

8、 safety 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

9、 comply 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 Insti

10、tute 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 r

11、eports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP). American Concrete Institute 38800 Country Club Drive Farmington Hills, MI 48331 Phone: +1.248.848.3700 Fax: +1.248.848.3701 www.concrete.orgACI Committee Reports, Guides, and Commentaries are intended for gui

12、dance 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 recommendations and who will accept responsibility for the application of the material it conta

13、ins. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage arising therefrom. Reference to this document shall not be made in contract documents. If items found in this document are desired by the Arch

14、itect/Engineer to be a part of the contract documents, they shall be restated in mandatory language for incorporation by the Architect/Engineer. ACI 131.2R-17 was adopted and published October 2017. Copyright 2017, American Concrete Institute All rights reserved including rights of reproduction and

15、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 reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained fr

16、om the copyright proprietors. 1 ACI 131.2R-17 Guide to Use of Industry Foundation Classes in Exchange of Reinforcement Models Reported by ACI Committee 131 Christopher D. Brown, Chair Allan P. Bommer, Secretary Mark Douglas Agee Daniel D. Berend Richard H. Birley Daniel Bittrich Brady G. Buckley Bar

17、ry B. Butler Peter J. Carrato Jeffrey N. Cochrane James T. Davy Charles M. Eastman Dennis J. Fontenot Sidney Freedman David A. Grundler Jr. Michael Gustafson Michael G. Hernandez Harrison Rolfe Jennings Julian Kang William M. Klorman Andrew R. Lloyd Ronald L. OKane Andrew Pinneke Joseph C. Sanders W

18、illiam J. Shebetka Carl Taylor John B. Turner Peter Zdgiebloski Special acknowledgement and thanks to D. Yang, Research Scientist at the Digital Building Laboratory in the Georgia Institute of Technology, for his contributions to this guide. This guide provides a protocol for the exchange of data re

19、lated to reinforcing steel between software applications. This guide pres- ents a human-readable list of reinforcing steel entities, attributes, property sets, and relationships, with sufficient specificity so that the format and syntax for machine-readable exchanges based on Industry Foundation Cla

20、sses (IFC) can be employed, enhanced, or developed. This specific set of exchange requirements is referred to as a model view definition (MVD). Material and geometric attri- butes, property sets, and relationships, both required and optional, that address most reinforced concrete applications for bu

21、ildings and nonbuilding structures are presented. This guide is intended to be used by building information modeling (BIM) software developers to assist in the development of consistent and accurate exchanges of reinforcing steel information between applications. Keywords: attribute; building inform

22、ation modeling; model view defini- tion; Industry Foundation Classes; reinforcing steel. CONTENTS CHAPTER 1INTRODUCTION AND SCOPE, p. 2 1.1Introduction, p. 2 1.2Scope, p. 3 CHAPTER 2DEFINITIONS, p. 3 CHAPTER 3REVIEW OF INDUSTRY FOUNDATION CLASSES CONCEPTS, p. 3 3.1Industry Foundation Classes, p. 3 3

23、.2Entities and occurrences, p. 3 3.3Attributes, p. 4 3.4Property sets, p. 4 3.5Relationships, p. 4 3.6Entity diagrams, p. 4 CHAPTER 4COMMON MODELING REQUIREMENTS, p. 5 4.1General, p. 5 4.2IfcRoot attributes, p. 5 4.4IfcProduct, ObjectPlacement, and IfcRelContain- edInSpatialStructure, p. 5 4.5IfcTyp

24、eProduct and IfcProduct, p. 5 CHAPTER 5PROJECT, SITE, AND BUILDING, p. 6 5.1Conceptual modeling, p. 6 5.3IfcSite, p. 7 CHAPTER 6REINFORCEMENT MATERIAL MODELING, p. 8 6.1Conceptual modeling, p. 8 6.2IfcMaterial, p. 8American Concrete Institute Copyrighted Material www.concrete.org 2 GUIDE TO USE OF I

25、NDUSTRY FOUNDATION CLASSES IN EXCHANGE OF REINFORCEMENT MODELS (ACI 131.2R-17) CHAPTER 7REINFORCING BAR MODELING, p. 9 7.1Conceptual modeling, p. 9 7.2IfcReinforcingBarType, p. 10 7.3IfcReinforcingBar, p. 12 CHAPTER 8WELDED-WIRE REINFORCEMENT MODELING, p. 18 8.1Conceptual modeling, p. 18 8.2IfcReinf

26、orcingMeshType, p. 18 8.3IfcReinforcingMesh, p. 19 CHAPTER 9BAR COUPLER MODELING, p. 20 9.1Conceptual modeling, p. 20 9.2IfcMechanicalFastenerType, p. 20 9.3IfcMechanicalFastener, p. 21 CHAPTER 10BAR TERMINATOR MODELING, p. 22 10.1Conceptual modeling, p. 22 10.2IfcDiscreteAccessoryType, p. 22 10.3If

27、cDiscreteAccessory, p. 23 CHAPTER 11ACCESSORY MODELING, p. 24 11.1Conceptual modeling, p. 24 11.2IfcDiscreteAccessoryType, p. 24 11.3IfcDiscreteAccessory, p. 26 CHAPTER 12CALLOUT AND CAGE MODELING, p. 27 12.1Conceptual modeling, p. 27 12.3IfcElementAssembly for cages, p. 29 CHAPTER 13BUNDLE AND RELE

28、ASE MODELING, p. 29 13.1Conceptual modeling, p. 29 13.3IfcGroup for releases, p. 30 CHAPTER 14REFERENCES, p. 31 Authored documents, p. 31 APPENDIX AINDUSTRY FOUNDATION CLASSES INSTANCE DIAGRAMS, p. 32 A.1Standard Industry Foundation Classes instance diagrams, p. 32 A.2Selected diagrams, p. 33 APPEND

29、IX BEXAMPLES, p. 39 B.1Selected example files, p. 39 B.2Example 1Single straight bar, p. 39 B.3Example 2Single straight bar with forged head, p. 42 CHAPTER 1INTRODUCTION AND SCOPE 1.1Introduction This guide provides a model view definition (MVD) that describes both minimum and optional exchange requ

30、ire- ments for concrete reinforcement models through the use of Industry Foundation Classes (IFC). The MVD is intended to be used by software developers to create interoperable applications that will allow reinforcement detailers, rein- forcement fabricators, and others to exchange detailed rein- fo

31、rcement models between all participants in the concrete construction supply chain. The terminology and concepts used in this guide are those of the intended audience: soft- ware developers creating and modifying software applica- tions that produce or consume reinforcement models. The National BIM S

32、tandard-United States (NBIMS-US) (NIBS 2007) defines standard and efficient terminology and semantics to be exchanged in building information models to support various business-use cases throughout architecture, engineering, construction, and operations projects. The project committee responsible fo

33、r developing the NBIMS-US is a committee of the buildingSMART alliance, a council of the National Institute of Building Sciences (NIBS). The NBIMS-US establishes the standard process to develop the NIBS standard. The development process includes four phases: 1. ProgramDefines information exchange re

34、quire- ments that may be standardized by developing process models and defining specifications and business rules for each exchange. An example of an information exchange is the transfer of data in context between various entities along the concrete supply chainfor example, from the architect to the

35、 structural engineer. In this phase, a process model that identifies the required tasks, the information exchanges that take place in the project lifecycle, the actors (those entities such as engineers and reinforcing bar detailers who develop or use information), and the software applications that

36、are the senders and recipients of these exchanges, is developed. The information exchanges are defined by exchange models, which specify the functional requirements (content) of data exchanges to be implemented. When the process models and exchange models are combined, they form an information deliv

37、ery manual (IDM). This IDM serves as the overall func- tional requirements specification for one or more exchanges. 2. DesignDevelops exchange requirement models and qualitative MVD. 3. ConstructDevelops software implementation specifi- cations for MVD and facilitates product testing and certifica-

38、tion of information exchanges. 4. DeployProvides generic and product-specific building information modeling (BIM) guides, validates data exchange, and extends the complexity of information that can be included in the BIM data. ACI 131.1R addressed portions of the first and second of these four phase

39、s, Program and Design, by estab- lishing a flowchart (an IDM) for data exchange across the concrete design and supply chain. This document addresses portions of the second and third of these phases, Design and Construct, for the reinforcing steel portion of concrete data exchanges. Entities, attribu

40、tes, property sets, and relation- ships, both required and optional, are presented that can be used to employ, enhance, and develop data exchange stan- dards. These exchange requirements make up the MVD for reinforcing steel.American Concrete Institute Copyrighted Material www.concrete.orgGUIDE TO U

41、SE OF INDUSTRY FOUNDATION CLASSES IN EXCHANGE OF REINFORCEMENT MODELS (ACI 131.2R-17) 3 This guide is organized as follows. Chapter 3 reviews the IFC concepts upon which the MVD has been developed. Chapter 4 describes modeling concepts that are used for all information exchanged. Chapter 5 describes

42、 the modeling of projects, sites and buildings. Chapters 6, 7, and 8 describe modeling of reinforcement materials, reinforcing bars, and welded-wire reinforcement, respectively. Chapters 9, 10, and 11 describe modeling of bar couplers, bar termi- nators, and other reinforcement accessories, respecti

43、vely. Chapters 12 and 13 describe grouping of bars into callouts, cages, bundles, and releases. Appendix A shows standard IFC instance diagrams for the exchange, and Appendix B provides examples of the MVD in use. 1.2Scope This guide is intended to be used in conjunction with IFC 2x4 (IFC4), Addendu

44、m 1 (buildingSMART International 2015). This guide provides human-readable description of entities, attributes, property sets, and relationships for reinforcing steel used in buildings and nonbuilding struc- tures, that can be used by software developers to prepare machine-readable data exchange pro

45、tocols. Geometry, position, attributes, and other information are provided for reinforcing bars, welded-wire reinforcement, bar couplers, bar terminators, and other items that are commonly included in reinforcement models. In addition, informa- tion related to the bundling of bars for shipment and t

46、he tracking of releases is included. This guide describes the MVD that is used in the exchange of reinforcement information, but does not provide detailed descriptions of IFC syntax and modeling requirements. buildingSMART International (2013) provides that information. A level of development (LOD)

47、specification (BIMForum 2015; American Institute of Architects 2013) is a reference that enables practitioners in the architecture, engineering, and construction industry to specify and articulate, with a high level of clarity, the content and reliability of building information models at various st

48、ages in the design and construction process. Data exchanges described in this guide vary from preliminary modeling of reinforcing steel to fabrication-ready information to drive computer- controlled shop equipment. This range of LODs supported by this exchange is from 300 to 400, described as follow

49、s. a) LOD 300: The model element is graphically repre- sented within the model as a specific system, object, or assembly in terms of quantity, size, shape, location, and orientation. Nongraphic information may also be attached to the model element. b) LOD 350: In addition to the information provided by LOD 300, interfaces with other building systems are provided for the modeled element. c) LOD 400: In addition to the information provided by LOD 350, detailing, fabrication, assembly, and installation information a

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