ANSI American Society of Safety Engineers A10.7-2011 Safety Requirements for Transportation Storage Handling and Use of Commercial Explosives and Blasting Agents.pdf
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1、Printed in U.S.A.A SS EAMERICAN SOCIETY OFSAFETY ENGINEERSAMERICAN NATIONAL STANDARDANSI/ASSE A10.7 2011ANSI/ASSE A10.7 2011ANSI/ASSE A10.7 2011Safety Requirements forTransportation, Storage, Handling and Use of Commercial Explosives and Blasting AgentsAmerican National Standardfor Construction and
2、Demolition OperationsThe information and materials contained in this publication have been 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 resp
3、onsibility for the correctness or completeness of this material or its application to specific 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
4、. ANSI ANSI/ASSE A10.7 2011 American National Standard Construction and Demolition Operations Safety Requirements for Transportation, Storage, Handling and Use of Commercial Explosives and Blasting Agents Secretariat American Society of Safety Engineers 1800 East Oakton Street Des Plaines, Illinois
5、60018-2187 Approved: August 8, 2011 Effective: December 12, 2011 American National Standards Institute, Inc. 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 develo
6、per. 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 agreement means much more than a simple majority, but not necessarily unanimity. Consensus requires that all vi
7、ews 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 respect preclude anyone, whether he/she has approved the standards or not, from manufacturing, marketing, pur
8、chasing, 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 interpretation of any American National Standard. Moreover, no person shall have the right or authority to is
9、sue 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 name appears on the title page of this standard. Caution Notice: This American National Standard may be
10、 revised or withdrawn at any time. The procedures of the American National Standards Institute requires 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 t
11、he American National Standards Institute. Published September, 2011 by: American Society of Safety Engineers 1800 East Oakton Street Des Plaines, Illinois 60018-2187 (847) 699-2929 www.asse.org Copyright 2011 by the American Society of Safety Engineers All Rights Reserved. No part of this publicatio
12、n 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 Foreword (This Foreword is not a part of American National Standard A10.7-2011.) This standard is
13、 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 major application in industry, serving as a guide to contractors, labor, and
14、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 Approval. Sanctioned, endorsed, accredited, certified, or accepted as satisf
15、actory by an authority having jurisdiction. 3.4 Authorized; Authorization. Approved or assigned by the employer to perform a specific type of duty or duties or to be at a specific location or locations at the jobsite. 3.5 Authority Having Jurisdiction. The governmental agency, office or individ-ual
16、responsible for approving equipment, an installation or a procedure. 3.6 Barrier. A material object that separates, keeps apart or demarcates in a conspicuous manner such as cones, a warning sign or tape. 3.7 Blast Area. The area in which concussion (shock wave), flying material or gases from an exp
17、losion may cause injury to persons. AMERICAN NATIONAL STANDARD A10.7-2011 13 3.8 Blast Preparation. Drilling, hole inspection, loading explosive charges, installing systems for initiation and confinement of the blast. 3.9 Blast Site. The area where explosive materials are handled during the loading
18、of a borehole, including 50 feet (15.2m) in all directions from the perimeter formed by loaded holes. A minimum of 30 feet (9.1m) may replace the 50 feet (15.2m) requirement if the perimeter for loaded holes is marked and separated from non-blast site areas by a barrier. The 50 feet (15.2m) or 30 fe
19、et (9.1m) distance require-ments, as applicable, shall apply in all directions along the full depth of the borehole. In underground operations, at least 15 feet (4.6m) of a solid rib, pillar or broken rock can be substituted for the 50 foot (15.2m) distance. 3.10 Blaster. A qualified individual who
20、assists with the design, loading and firing of a blast. May or may not be licensed according to local regulations. May be synonymous with Shot Firer. 3.11 Blaster-in-Charge. The blaster who is in charge of and responsible for the design, loading and firing of a blast at a specific job site. 3.12 Bla
21、sting Agent. An explosive material that meets prescribed criteria for insensitivity to initiation. For storage, CFR Title 27, Part 555, of the Bureau of Alcohol, Tobacco, Firearms and Explosives of the Department of the Justice defines a blasting agent as any material or mixture, consisting of fuel
22、and oxidizer, intended for blasting but not otherwise defined as an explosive. This assumes that the finished product, as mixed for use or shipment, cannot be detonated by means of a No. 8 test blasting cap when unconfined. For transportation, CFR Title 49, Part 173.50, defines Class 1, Division 1.5
23、 material (blasting agent) as a substance which has mass explosion hazard, but is so insensitive that there is very little probability of initiation or of transition from burning to detonation under normal conditions in transport. 3.13 Blasting Cap. See Detonator. 3.14 Bulk-Mix Delivery Equipment. E
24、quipment (usually a motor vehicle with or without mechanical delivery device) that transports explosive materials in bulk form for mixing, or for loading directly into blast holes, or both. 3.15 Bullet-Resistant Construction. Magazine walls or doors of construction that are resistant to penetration
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