ANSI ASSE A10.13-2011 Safety Requirements for Steel Erection《钢结构安全性要求》.pdf

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1、Printed in U.S.A.A SS EAMERICAN SOCIETY OFSAFETY ENGINEERSAMERICAN NATIONAL STANDARDANSI/ASSE A10.13 2011American National Standardfor Construction and Demolition OperationsANSI/ASSE A10.13 2011ANSI/ASSE A10.13 2011Safety Requirementsfor Steel ErectionCopyright American Society of Safety Engineers P

2、rovided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-The information and materials contained in this publication have bee

3、n developed from sources believed 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 spe

4、cific factual situations. By publication 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/

5、SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-ANSI ANSI/ASSE A10.13 2011 American National Standard Construction and Demolition Operations Safety Require

6、ments for Steel Erection Secretariat American Society of Safety Engineers 1800 East Oakton Street Des Plaines, Illinois 60018-2187 Approved: April 21, 2011 Effective Date: August 15, 2011 American National Standards Institute, Inc. Copyright American Society of Safety Engineers Provided by IHS under

7、 license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-Approval of an American National Standard requires verification by ANSI that the require

8、ments for due process, consensus, and other criteria for approval have been met by the standards developer. Consensus is established when, in the judgment of the ANSI Board of Standards Review, substantial agreement has been reached by directly and materially affected interests. Substantial agreemen

9、t means much more than a simple majority, but not necessarily unanimity. Consensus requires that all views and objections 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 respec

10、t preclude anyone, whether he/she has approved the standards or not, from manufacturing, marketing, purchasing, or using 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 interp

11、retation of any American National Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National Standard in the name of the American National Standards Institute. Requests for interpretation should be addressed to the secretariat or sponsor whose

12、name appears on the title page of this standard. Caution Notice: This American National Standard may be revised or withdrawn 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 o

13、f American National Standards may receive current information on all standards by calling or writing the American National Standards Institute. Published May, 2011 by: American Society of Safety Engineers 1800 East Oakton Street Des Plaines, Illinois 60018-2187 (847) 699-2929 www.asse.org Copyright

14、2011 by the American Society of Safety Engineers All Rights Reserved. No part of this publication may be reproduced in 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 C

15、opyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-Foreword (This Forewo

16、rd is not a part of American National Standard A10.13-2011.) This standard is one of a series of safety standards that have been formulated 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

17、major application in industry, serving as a guide to contractors, labor, and equipment manufacturers. For the convenience of users, a list of existing and proposed standards in the A10 series for Safety Requirements in Construction and Demolition Operations follows. A10.1 Pre-Project/Pre-Task Safety

18、 a walking/working surface; a form for concrete slabs; a support for roofing systems; and a finished floor or roof. 3.36 Mill Work. Work performed in operating industrial plants. 3.37 Multiple Lift Rigging. A rigging assembly manufactured by wire rope rigging Copyright American Society of Safety Eng

19、ineers Provided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-AMERICAN NATIONAL STANDARD A10.13-2011 14 suppliers or assem

20、bled by a competent person that facilitates the attachment of up to five independent loads to the hoist rigging of a crane. 3.38 Opening. A void or gap 30 or more inches (76.2cm) high and 18 or more inches (45.7cm) wide in a vertical surface such as a wall or partition through which people may fall.

21、 3.39 Permanent Floor. A structurally completed floor at any level or elevation (including slab on grade). 3.40 Personal Fall Arrest System. A system used to arrest an employee in a fall from a working level. A personal fall arrest system consists of an anchorage, connectors, body harness and may in

22、clude a lanyard, deceleration device, lifeline or suitable combination of these. 3.41 Pre-Engineered Metal Building. A field-assembled building system consisting of framing, roof and wall coverings, and generally made of steel. Typically, in a pre-engineered metal building, many of these components

23、are cold-formed shapes. These individual parts are fabricated in one or more manufacturing facilities and shipped to the job site for assembly into the final structure. Engineering design of the system is normally the responsibility of the pre-engineered metal building manufacturer. 3.42 Project Str

24、uctural Engineer of Record. The registered, licensed professional responsible for the design of structural steel framing and whose seal appears on the structural contract documents. 3.43 Purlin (in Pre-Engineered Metal Buildings). A “Z” or “C” shaped member formed from sheet steel spanning between p

25、rimary framing and supporting roof material. 3.44 Qualified Person. One who, by possession of a recognized degree, certificate or professional standing, or who by extensive knowledge, training and experience, has successfully demonstrated the ability to solve or resolve problems relating to the subj

26、ect matter, the work, or the project. 3.45 Safety Deck Attachment. An initial attachment that is used to secure an initially placed sheet of decking to keep proper alignment and bearing with structural support members. 3.46 Seat. A structural attachment mounted to a structural member beneath a conne

27、ction point, designed to support an incoming member that is to be connected to the first member. 3.47 Shear Connector. Headed steel studs, steel bars, steel lugs and similar devices, which are attached to a structural member for the purpose of achieving composite action with concrete. 3.48 Skip Box.

28、 A container to hold and transport material and equipment. Usually an open top with rigging to maintain its levelness when being hoisted. 3.49 Snug Tight. The full effort of a person using a spud wrench. 3.50 Softener. Material that is used to protect slings and equipment from damage. 3.51 Sorting H

29、ooks. Hooks on rigging (spreaders) that have long tapered ends so as to fit into bolt holes for lifting material during a sorting operation. Usually there is no safety latch and therefore they are not used for hoisting. 3.52 Spud Wrench. An open-end wrench made of steel with a tapered handle approxi

30、mately 12 inches (30.5cm) long. 3.53 Steel Erection. The process of installing, handling, fitting, fastening, Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05

31、/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-AMERICAN NATIONAL STANDARD A10.13-2011 15 reinforcing and dismantling structural steel, steel plate, steel joists and metal deck at the final in-place field site during construction, maintenance and dismantling

32、 operations. 3.54 Steel Joist Girder. An open web, primary load-carrying member, designed by the manufacturer, suitable for the support of floors and roofs. This does not include structural steel trusses. 3.55 Steel Joist. An open web, secondary load-carrying member of 144 feet (43.9m) or less suita

33、ble for the support of floors and roofs. This does not include structural steel trusses or cold-formed joists. 3.56 Steel Truss. An open web member designed of structural steel components by the project structural engineer of record. For the purposes of this standard, a steel truss is considered equ

34、ivalent to a solid web structural member. 3.57 Tag Line. A line that is used to control a load. 3.58 Tier Building. A multiple-story building. 3.59 Unprotected Sides and Edges. Any side or edge (except at entrances to points of access) of a walking/working surface, e.g., floor, roof, ramp or runway,

35、 where there is no wall or guardrail system at least 39 inches (1.0m) high. 3.60 Working Floor. An elevated floor of a building or structure that has been designated to receive hoisted pieces of steel or fasteners prior to final placement of same. 4. JOB PLANNING 4.1 Survey of Work to Be Per-formed.

36、 Prior to the start of work, the steel erector shall make a survey of the work to be done. 4.1.1 Safe Access and Movement. 1. Workers. The following items shall be considered in the survey: a. Work area. b. Walkways, runways and passageways. c. Ladders, stairways and elevators. d. Illumination. e. F

37、ire protection and evac-uation routes. f. Overhead protection, i.e., items falling on workers below. g. Scaffolding and aerial lifts. h. Crane suspended work platforms. i. Personal protective equipment. j. Hoisting equipment (ANSI B30.5, Mobile and Locomotive Cranes). k. Rigging apparatus. l. Assemb

38、ly or disassem-bly. m. Public safety (ANSI/ ASSE A10.34). 2. Vehicles. The following items shall be considered in the survey: a. Roads. b. Turn space. c. Parking space. d. Mud areas. e. Ramps. f. Signs and signals to route vehicles on the job site. g. Provision for mainte-nance and repair of vehicle

39、s. h. Provisions for safe con-duct of pedestrian and vehicular traffic at entrances and exits to public thoroughfares. i. Crane access and set up. Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/59

40、54931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-AMERICAN NATIONAL STANDARD A10.13-2011 16 3. Existing Utilities, Structures and Services. The following items shall be considered in the survey: a. Underground structures su

41、ch as, vaults, pipelines, sewer lines and electrical lines. b. Overhead electrical lines and pipelines and the clearance required. c. Surface utilities particu-larly overhead crane electrical conductors, ser-vice feeders, gas and other pipelines. 4. Other Site Conditions. The following items shall b

42、e considered in the survey: a. Lay-down area for struc-tural steel. b. Storage area for: - Tools and equipment. - Consumables. - Fasteners. - Fuel and combustibles. - Paint or other coatings. - Trash storage prior to removal. 4.2 Site Specific Safety Plan. After a thorough survey is performed, a pla

43、n shall be developed to protect the employees. The plan shall also be developed to protect others where applicable. The plan shall include appropriate action/instruction for all application of the material outlined in Section 4.1. 4.3 Pre-Construction Meeting. A pre-construction meeting shall be hel

44、d between the controlling contractor and the erector before the erection begins. The purpose of the conference is to review the erection plan and site conditions and the safe operation of the project. 4.4 Commencement of Steel Erection. The controlling contractor shall ensure that the steel contract

45、or is provided the following before the commencement of steel erection: 1. Concrete in the footings, piers and walls and the mortar in the masonry piers and wall have attained at least 75% of the attended minimum compression design strength. 2. Any repairs, replacements and modifications to the anch

46、or bolts were approved by the structural engineer of record. 5. GENERAL 5.1 Workers and Supervisors. Arrangements shall be provided for the following: 1. Safety and health training in the recognition and avoidance of hazards. The safety plan shall be communicated to all workers and supervisors. 2. S

47、timulating and maintaining interest in safety through: a. Recognition for groups or individuals with excellent safety performance. b. Investigation and report-ing of incidents and near misses. c. Promotion of knowledge of safety rules and regu-lations. d. Regularly scheduled safety meetings. e. Spec

48、ific safety instruc-tions for new employees prior to job or work assignment. 3. Necessary temporary build-ings, change houses, sanitary facilities and drinking water. Copyright American Society of Safety Engineers Provided by IHS under license with ASSE/SAFE Licensee=CHINA STDS INFORMATION CENTER - avada indx app by/5954931001, User=ZhaoNot for Resale, 05/02/2012 00:45:17 MDTNo reproduction or networking permitted without license from IHS-,-,-AMERICAN NATIONAL STANDARD A10.13-2011 17 4. Adequate emergency treat-ment of injured or ill e