ACI 533 1R-2002 Design Responsibility for Architectural Precast-Concrete Projects《建筑预制混凝土项目的设计责任》.pdf

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1、B itional“ AC1 533.1 R-02 Design Responsibility for Architect u ral Precast-Concrete Projects Reported by AC1 Committee 533 american concrete institute PO. BOX 9094 FARM INGTON HILLS, MICHIGAN 48333-9094 First Printing, September 2002 Design Responsibility for Architectural Precast-Concrete Projects

2、 Most AC1 Standards and committee reports are gathered together in the annually revised AC1 Manual of Concrete Practice. The several volumes are arranged to group related material together and may be purchased individually or in setS.The AC1 Manual of Concrete Practice is also available on CD-ROM. A

3、C1 Committees prepare standards and reports in the general areas of materials and properties of concrete, construction practices and inspection, pavements and slabs, struc- tural design and analysis, structural specifica- tions, and special products and processes. A complete catalog of all AC1 publi

4、cations is available without charge. American Concrete Institute P.O. Box 9094 Farmington Hills, MI 48333-9094 AC1 Certification Programs The final quality of a concrete structure depends on qualified people to construct it. AC1 certification pro- grams identify craftsmen, technicians, and inspector

5、s who have demonstrated their qualifications. The follow- ing programs are administered by AC1 to fulfill the grow- ing demand in the industry for certified workers: Enhancement of AC1 Documents The technical committees responsible for AC1 committee reports and standards strive to avoid ambiguities,

6、 omis- sions, and errors in these documents. In spite of these efforts, the users of AC1 documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Concrete Flatwork Finisher Concrete Flatwork Technician To assist in

7、 the effort for accuracy and clarity, the Technical Activities Committee solicits the help of indi- viduals using AC1 reports and standards in identifying Concrete Field Testing Technician-Grade I and eliminating problems that may be associated with Concrete Strength Testing Technician Concrete Labo

8、ratory Testing Technician-Grade I Concrete Laboratory Testing Technician-Grade II Concrete Construction Inspector-ln-Training Concrete Construction Inspector Concrete Transportation Construction Inspector-ln-Training Concrete Transportation Construction Inspector This document may already contain re

9、ference to these AC1 certification programs, which can be incorporated into project specifications or quality control procedures. If not, suggested guide specifications are available on request from the AC1 Certification Department. their use. Users who have suggestions for the improvement of AC1 do

10、cuments are requested to contact the AC1 Engi- neering Department in writing, with the following infor- mation: 1. Title and number of the document containing the problem and specific section in the document; 2. Concise description of the problem; 3. If possible, suggested revisions for mitigating t

11、he problem. The Institutes Engineering Staff will review and take appropriate action on all comments and suggestions received. Members as well as nonmembers of the Insti- tute are encouraged to assist in enhancing the accuracy and usefulness of AC1 documents. ISBN 0-87031-080-1 AC1 533.1 R-02 Design

12、 Responsibility for Architectural Precast-Concrete Projects Reported by AC1 Committee 533 Benjamin Lavon Donald F. Meinheit Chair Secretary Robert B. Austin Edward M. Frisbee Navin N. Pandya George F. Baty Harry A. Gleich James B. Quinn Harry A. Chambers Thomas J. Grisinger Ralph C. Robinson Joseph

13、R. Tucker Sidney Freedman Theodore W. Huntt Allan R. Kenney Primary author tDeceased. Architectural precast concrete is a unique subcategory of concrete construction that involves the same basic entities as other construction. This document outlines the responsibilities for various parties of the de

14、sigdcon struction team for architectural precast-concrete projects. Keywords: Architect; architectural concrete; construction; design; design responsibility; general contractor; precast concrete. CONTENTS Chapter 1-Introduction, p. 533.1 R-1 1.1-Background Chapter 2-General responsibilities, p. 533.

15、1 R-2 2.1-Architect 2.2-Engineer of record 2.3-General contractor 2.4-Precaster (manufacturer) 2.5-Erec tor 2.6-Inspection AC1 Committee Reports, Guides, Standard Practices, and Commentaries are intended for guidance in plan- ning, designing, executing, and inspecting construction. This document is

16、intended for the use of individuais who are competent to evaluate the significance and limita- tions of its content and recommendations and who will accept responsibility for the application of the material it contains. The American Concrete Institute disclaims any and all responsibility for the sta

17、ted 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 Architect/Engineer to be a part of the contract documents, they shall be restated in mand

18、atory language for incorporation by the ArchiteciEngineer. Chapter 3-Forms of contracts, p. 533.1 R-4 3.1-Negotiated versus competitive bid 3.2-Single-source responsibility 3.3-Mockups Chapter 4-Conclusion, p. 533.1 R-5 Chapter 5-References, p. 533.1 R-5 5.1-Referenced standards and reports Appendix

19、-Prebid process, p. 533.1 R-6 CHAPTER 1-INTRODUCTION Design and construction of structures is a complex process. Defining the scope of work and the responsibilities of the involved parties by means of the contract documents is necessary to achieve a high-quality structure. This is a guide document f

20、or all parties involved in a precast-concrete project and defines the responsibilities of each party. This document does not specifically address the inspection functions but provides direction on who should be conducting inspections. These responsibilities are subject to relationships between the p

21、arties defined in the contract documents. 1 .l-Background Practices regarding the assignment and acceptance of responsibility in design and construction vary throughout North America. In many cases, there has been confusion regarding the responsibility of the various parties. This situation has some

22、times led to protracted legal proceedings. The first consensus document to attempt to define essential AC1 533.1R-02 became effective June 26,2002. Copyright O 2002, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the m

23、aking 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 from the copyright proprietors. 533.1 R-1 533.1 R-

24、2 AC1 COMMITTEE REPORT roles was Quality in the Constructed Project, published by the American Society of Civil Engineers (ASCE) in 1990 (ASCE 1990). In 1987, AC1 organized a standing board committee on Responsibility in Concrete Construction. The document, Guide- lines for Authorities and Responsib

25、ilities in Concrete Design and Construction, was published by the committee (AC1 Committee on Responsibility in Concrete Construction 1995). One of the basic principles of the construction industry is that responsibility and authority should go hand in hand. Another principle is that every entity sh

26、ould be responsible for its own work. These principles are frequently violated. For example, an architecdengineer (A/E) can require that certain tasks not be undertaken by the contractor without the ABs approval, but the A/E may not wish to accept respon- sibility for problems that develop resulting

27、 from requiring those tasks. This is a case of requiring compliance without accepting responsibility. There have also been cases where owners have sued architects and engineers for approving poor-quality construction but gave them no contract to monitor the work as it progressed. Safety enforcement

28、agencies and plaintiffs lawyers have often charged engineers or architects with the responsibility for construction accidents. These last two situations typically are cases of responsibility without authority, although there could be instances where a design professionals work can affect jobsite saf

29、ety. If the designers are involved with construction-management functions, they could be making decisions affecting worker safety as well as quality of construction. Construction has reached a level of complexity today where it is essential to have design input from the subcontractors. This input, w

30、hether submitted as value engineering proposals, in response to performance requirements, or simply offered as design alternatives, has a legitimate place in construction. Panels are designed for stripping, handling, and installation loads, usually by the panel manufacturer. Service loads are set by

31、 the governing building code and are multiplied by the appropriate load factor. Minimum load factors are set by the governing building code. Panel design should consider dead, live, and environ- mental loads including wind, earthquake (if applicable), temperature, and moisture effects. Service loads

32、 set by the governing building code should be considered only as minimum requirements. Frequently, a precaster wants to change some items in the design to make a fabrication or erection operation easier or more economical. In approving the changes, the A/E still has responsibility for proper interfa

33、cing with other materials in contact with precast concrete. This notion of responsibility is presented in the ASCE document (ASCE 1990) and in the PrecastPrestressed Concrete Institutes guidelines (PCI Ad-Hoc Committee for Responsibility for Design of Precast-Concrete Structures 1998). The engineer

34、of record (EOR) always has to take overall responsibility for the structurai design of the complete structure. Often, certain aspects of the design are delegated to specialty engineers working for the material suppliers or subcontractors. When any of this structural design work for that portion of t

35、he structure involves engineering (as opposed to simply detailing), then the design work should be under the control of a professional engineer licensed in the same state as the project who takes responsibility for the work done. One state, Florida, has formal legal procedures for this process. Loca

36、l regulatory authorities should be consulted for their specific requirements. Contract documents often require that structural design be the responsibility of a professional engineer, regardless of government mandate. CHAPTER 2-GENERAL RESPONSIBILITIES 2.1-Architect The architect develops the design

37、 concept, overall structure geometry, selects the cladding material for appearance, provides details for weatherproofing, selects tolerances for proper interfacing with other materials, and specifies perfor- mance and quality characteristics and inspection and testing requirements in the project spe

38、cifications. The architect and EOR should have responsibility for all aspects of the precast-concrete design. The architect can specify in the contract documents that design services for portions of the work are to be provided by the precaster. Such design services should be performed for the precas

39、ter by a licensed precast engineer who can be an employee of the precaster or an independent structural engineer. The architect and EOR should review these designs, including structural calculations. This review does not relieve the precaster and the specialty engineer of their design responsibility

40、. The contract and the design documents should state clearly the scope of both the precast design and review responsibilities, and the responsi- bilities of others providing design services. The contract drawings prepared by the architeclengineer should provide the overall geometry of the structure

41、and typical connection concepts to permit design, estimating, and bidding. Frequently, the architects drawings will only show joints, reveals, or panel articulation. This lets the precaster determine panel sizes. In the prebid process, the precaster and erector should discuss their approach to panel

42、ize and subsequently connect the units to the building frame within the architectural and structural concepts of the project. In addition, the contract documents (design drawings and specifications) also should provide the general performance criteria, including concrete strength requirements for lo

43、ading, deflection requirements, temperature considerations, and any tolerance or clearance requirements for proper interfacing with other parts of the structure. Precast-concrete components that are the design responsibility of the precaster (who takes responsibility for elements at interfaces with

44、other parts of the structure, such as the secondary steel bracing to prevent rotation of beams or panels); Details or concepts of supports, connections, and clearances that are part of the structure designed by the architect and that will interface with the precast- concrete components; and Permissi

45、ble load transfer points and indicate connection types to avoid having the precaster make assumptions on connection types and piece counts during bidding. The architect and EOR should review designs, calculations, and shop drawings submitted for conformance with design criteria, loading requirements

46、, and design concepts as specified in the design documents. This review, however, does not relieve the precaster and the precast engineer of their design responsibilities. Key design issues for the architect-Buildings using architectural precast panels are becoming increasingly The contract document

47、s should clearly define: DESIGN RESPONSIBILITY FOR ARCHITECTURAL PRECAST-CONCRETE PROJECTS 533.1 R-3 complex. The architect should understand the issues that affect a precaster?s bid and make sure the contract documents address these items clearly. For preparation of shop drawings, all items interfa

48、cing with other materials should be defined. Contract documents that lack detail generally require numerous requests for information. While such documents are easier and less expensive to produce, they may ultimately result in disputes, delays, and additional costs. The contract drawings developed b

49、y the architect should provide a clear interpretation of the configurations and dimensions of individual units and their relationship to the structure as a whole. To do this, the contract documents should supply the following data: Elevations, wall sections, and dimensions necessary to define the sizes and shapes of each different type of wall panel; Locations and sizes of all joints, both real (functional) and false (aesthetic). Joints between units should be completely detailed; Required materials and finishes for all surfaces, with a clear indication of which surfaces are to be expo