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1、ANSI/ASSE A10.5-2006 ANSI/ASSE A10.5-2006 ANSI/ASSE A10.5-2006 Safety Requirements for Material Hoists American National Standard for Construction and Demolition Operations AMERICANSOCIETY OF SAFETYENGINEERS AMERICANNATIONALSTANDARD AS SE Copyright American Society of Safety Engineers Provided by IH
2、S under license with ASSE/SAFE Licensee=IHS Employees/1111111001, User=listmgr, listmgr Not for Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- The information and materials contained in this publication have been developed from sources believed
3、to be reliable. However, the American Society of Safety Engineers (ASSE) as secretariat of the ANSI accredited A10 Committee or individual committee members accept no legal responsibility for the correctness or completeness of this material or its application to specific factual situations. By publi
4、cation of this standard, ASSE or the A10 Committee does not ensure that adherence to these recommendations will protect the safety or health of any persons, or preserve property. Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=IHS Employees/111111
5、1001, User=listmgr, listmgr Not for Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- ANSI ANSI A10.5 2006 American National Standard Construction and Demolition Operations Safety Requirements for Material Hoists Secretariat American Society of Saf
6、ety Engineers 1800 East Oakton Street Des Plaines, Illinois 60018-2187 Approved January 13, 2006 American National Standards Institute, Inc. Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=IHS Employees/1111111001, User=listmgr, listmgr Not for Re
7、sale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other criteria for approval have been met by the standards developer. Cons
8、ensus is established when, in the judgment of the ANSI Board of Standards Review, directly and materially affected interests have reached substantial agreement. Substantial agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objectio
9、ns be considered, and that a concerted effort be made toward their resolution. The use of American National Standards is completely voluntary; their existence does not in any respect preclude anyone, whether he/she has approved the standards or not, from manufacturing, marketing, purchasing, or usin
10、g products, processes, or procedures not conforming to the standards. The American National Standards Institute does not develop standards and will in no circumstance give an interpretation of any American National Standard. Moreover, no person shall have the right or authority to issue an interpret
11、ation of an American National Standard in the name of the American National Standards Institute. Requests for interpretation shall be addressed to the secretariat or sponsor whose name appears on the title page of this standard. Caution Notice: This American National Standard may be revised or withd
12、rawn at any time. The procedures of the American National Standards Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard. Purchasers of American National Standards may receive current information on all standards by calling or writing the American Nation
13、al Standards Institute. Published January, 2006 by American Society of Safety Engineers 1800 East Oakton Street Des Plaines, Illinois 60018-2187 (847) 699-2929 ! ! www.asse.org Copyright 2006 by American Society of Safety Engineers All Rights Reserved. No part of this publication may be reproduced i
14、n any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher. Printed in the United States of America American National Standard Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=IHS Employees/111
15、1111001, User=listmgr, listmgr Not for Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- Foreword (This Foreword is not a part of American National Standard A10.5 - 2006.) This standard is one of a series of safety standards that have been formulat
16、ed by the Accredited Standards Committee on Safety in Construction and Demolition Operations, A10. It is expected that the standards in the A10 series will find a major application in industry, serving as a guide to contractors, labor, and equipment manufacturers. For the convenience of users, a lis
17、t of existing and proposed standards in the A10 series for Safety Requirements in Construction and Demolition Operations follows. A10.1 Planning for Construction Safety and Health (under development) A10.2 Safety, Health, and Environmental Training (under development) A10.3 Powder-Actuated Fastening
18、 Systems A10.4 Personnel Hoists and Employee Elevators A10.5 Material Hoists A10.6 Demolition Operations A10.7 Transportation, Storage, Handling, and Use of Commercial Explosives and Blasting Agents A10.8 Scaffolding A10.9 Concrete and Masonry Construction A10.10 Temporary and Portable Space Heating
19、 Devices A10.11 Personnel and Debris Nets A10.12 Excavation A10.13 Steel Erection A10.15 Dredging A10.16 Tunnels, Shafts, and Caissons A10.17 Safe Operating Practices for Hot Mix Asphalt (HMA) Construction A10.18 Temporary Floor Holes, Wall Openings, Stairways, and Other Unprotected Edges A10.19 Pil
20、e Installation and Extraction Operations (under development) A10.20 Ceramic Tile, Terrazzo, and Marble Work A10.22 Rope-Guided and Non-Guided Workers Hoists A10.23 Back Injury Prevention Programs (under development) A10.24 Roofing Safety Requirements for Low-Sloped Roofs (under development) A10.25 S
21、anitation in Construction (under development) A10.26 Emergency Procedures for Construction Sites (under development) A10.27 Hot Mix Asphalt Facilities A10.28 Work Platforms Suspended from Cranes or Derricks A10.29 Aerial Lifts in Construction (under development) A10.30 Construction Workplace Securit
22、y A10.31 Digger-Derricks A10.32 Fall Protection Systems for Construction Industry Users A10.33 Safety and Health Program Requirements for Multi-Employer Projects A10.34 Public Protection A10.35 High Pressure Hydro Blasting (under development) A10.36 Railroad Construction Safety (under development) A
23、10.37 Debris Nets A10.38 Basic Elements of a Program to Provide a Safe and Healthful Work Environment A10.39 Construction Safety and Health Audit Program A10.40 Ergonomics in Construction (under development) A10.41 Equipment Operator and Supervisor Qualifications and Responsibilities (under developm
24、ent) A10.42 Rigging Qualifications and Responsibilities in the Construction Industry A10.43 Confined Spaces in Construction (under development) Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=IHS Employees/1111111001, User=listmgr, listmgr Not for
25、 Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- A10.44 Lockout/Tagout in Construction (under development) A10.46 Hearing Loss Prevention (under development) A10.47 Highway Construction Safety (under development) A10.48 Communication Tower Erecti
26、on (under development) One purpose of these standards is to serve as guides to governmental authorities having jurisdiction over subjects within the scope of the A10 Committee standards. If these standards are adopted for governmental use, the reference of other national codes or standards in indivi
27、dual volumes may be changed to refer to the corresponding regulations. Revisions: The A10 Committee welcomes proposals for revisions to this standard. Revisions are made to the standard periodically (usually five years from the date of the standard) to incorporate changes that appear necessary or de
28、sirable, as demonstrated by experience gained from the application of the standard. Proposals should be as specific as possible, citing the relevant paragraph number(s), the proposed wording, and the reason for the proposal. Pertinent documentation would enable the A10 Committee to process the chang
29、es in a more timely manner. Interpretations: Upon a request in writing to the Secretariat, the A10 Committee will render an interpretation of any requirement of the standard. The request for interpretation should be clear, citing the relevant paragraph number(s) and phrased as a request for a clarif
30、ication of a specific requirement. Oral interpretations are not provided. No one but the A10 Committee (through the A10 Secretariat) is authorized to provide any interpretation of this standard. Approval: Neither the A10 Committee nor American National Standards Institute (ANSI) “approves,“ “certifi
31、es,“ “rates,“ or “endorses“ any item, construction, proprietary device, or activity. Appendices: Appendices are included in most standards to provide the user with additional information related to the subject of the standard. Appendices are not part of the approved standard. Committee Meetings: The
32、 A10 Committee meets twice a year. Persons wishing to attend a meeting should contact the Secretariat for information. Standard Approval: This standard was processed and approved for submittal to ANSI by the American National Standards Committee on Safety in Construction and Demolition Operations, A
33、10. Approval of the standard does not necessarily imply (nor is it required) that all Committee members voted for its approval. At the time this standard was published, the A10 Committee had the following members: Copyright American Society of Safety Engineers Provided by IHS under license with ASSE
34、/SAFE Licensee=IHS Employees/1111111001, User=listmgr, listmgr Not for Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- Richard King, CSP, Chairman James Tomaseski, Vice Chairman Timothy R. Fisher, CSP, ARM, CPEA, Secretary Jennie Dalesandro, Admi
35、nistrative Technical Support Organization Represented Name of Representative Accident Prevention Corporation Frank Burg, CSP Michael Serpe Aegis Corporation Matthew J. Burkart, P.E. Judith Burkhart Allegheny Energy Supply David Szuch Richard P. Sanner Alstom Power Robert Renney Ted P. Sharp American
36、 Federation of Labor and Congress of Industrial Organizations Jim E. Lapping, MS, P.E., CSP American Insurance Services Group Edward Campbell James G. Borchardt, CSP, CPE ASCE - Construction Institute Committee Edward R. Ardery, P.E. Harold McKittrick American Society of Safety Engineers Allen Macen
37、ski, CSP, J.D. A. David Brayton, CSP, CPC American Subcontractors Association Dave Madaras, CSP, CHST Brian Cubbage Asbestos Workers International Union Terry Lynch Jim E. Lapping, MS, P.E., CSP Associated Builders and Contractors, Inc. Michael W. Hayslip, P.E., CSP Joe Visgaitis Associated General
38、Contractors of America, The James Brown Ron G. Prichard, Ph.D., P.E. Barton-Malow Company John Gleichman, CSP Black the space traveled by the platform or bucket. 3.11 Hoistway Enclosure. The struc- ture that isolates the hoistways from all other parts of the building and on which the hoistway doors
39、or gates and door or gate assemblies are installed. 3.12 Inside Hoists. Hoistways con- tained entirely within the building being served and that sometimes use the building structure itself for the support of the top beams, guide rails and appurtenant parts necessary for the proper functioning of the
40、 platform. 3.13 Live/Luffing Boom. A boom that does not operate on a fixed radius and is capable of vertical movement. 3.14 Mast (Tower). A vertical structure that supports and guides the platforms or buckets (and the counterweight, when used) on the outside of the mast structure. 3.15 Material Hois
41、t. A mechanism for use in connection with the hoisting of construction or demolition materials. It is equipped with a platform, car, cage or bucket that moves vertically on guide members. Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=IHS Employe
42、es/1111111001, User=listmgr, listmgr Not for Resale, 03/05/2007 02:36:53 MSTNo reproduction or networking permitted without license from IHS -,-,- AMERICAN NATIONAL STANDARD A10.5 2006 14 3.16 Platform. The load-carrying unit, including the frame, that directly supports the load. 3.17 Qualified Pers
43、on. Qualified Per- son is one who by possession of a recognized degree, certificate, or profess- sional standing and who by extensive know- ledge, training and experience, has suc- cessfully demonstrated their ability to solve or resolve problems relating to the subject matter, the work, or the proj
44、ect. 3.18 Rated Load. The maximum live load for which the hoist structure is designed to operate. 3.19 Rope. Refers to wire rope only. 3.20 Shall. Means a mandatory re- quirement. 3.21 Should. Means a recommend- ation. 4. REQUIREMENTS FOR HOIST TOWERS 4.1 Construction. Structural mem- bers of materi
45、al hoist towers shall be constructed of strong, sound timber, steel or other structural materials as determined by a Professional Engineer. 4.2 Initial Inspection. Before the hoist is placed in service, and each time after the tower is extended, all parts of the tower or mast, cage, bucket, boom, pl
46、at- form, hoisting machine, guys and other equipment shall be thoroughly inspected by qualified personnel. 4.3 Periodic Inspection. All sheaves, racks and pinions, guy ties, bolt connec- tions, miscellaneous clamps, braces and similar parts shall be inspected. The in- spection shall be conducted by
47、a qualified person after the initial installation. Sub- sequent inspections shall be performed at intervals not exceeding one month. All parts that may compromise the systems integrity shall be repaired or replaced. 4.4 Car-Arresting-Device Test. The car-arresting-device test shall be performed befo
48、re the hoist is placed in service following installation, when the mast has been extended, and quarterly (every three months) thereafter. The test shall be per- formed in accordance with manufacturers guidelines. 4.5 Design. All material hoist system components including towers, masts, guys or braces, counterweights, drive machinery supports, hoists, sheave supports, plat- forms, supporting structures and access- ories shall be designed by a Professional Engineer. 5. DESIGN AND CONSTRUCTION OF FOUNDATIONS Hoist-tower foundations shall be construc- ted to safely support the