ASTM F1090-2006 Standard Classification for Bank and Mercantile Vault Construction《银行和商业用保险库设施的标准分类》.pdf

1、Designation: F 1090 06Standard Classification forBank and Mercantile Vault Construction1This standard is issued under the fixed designation F 1090; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number

2、 in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This classification is for the use and guidance of thosewho purchase, design, construct, install, approve, or modifystorage vault enclosures

3、, intended for the protection of assetsagainst loss due to forced entry.1.2 This classification is a systematic arrangement of con-structed products, based on similar intrusion resistance char-acteristics, as derived from available test data.1.3 This classification does not address fire resistivity.

4、1.4 This classification does not address the methods ofinterfacing vault components.1.5 Nothing in this classification is intended to prevent theuse of systems, methods, or devices that provide a level ofintrusion resistance equivalent to that prescribed herein.1.5.1 Any system, method, or device di

5、fferent from thatdetailed herein may be examined, in accordance with the intentof this standard, and if found equivalent, may be included.1.6 Nothing in this classification shall be construed toprohibit better or safer conditions than the requirementsspecified herein.1.7 Each standard designation ci

6、ted shall be meant to be theedition in effect on the date this classification was published.1.8 A rationale is given in Appendix X1.NOTE 1For more information on the construction of bank andmercantile vaults, refer to the following documents: ASTM SpecificationsA 184/A 184M, A 615/A 615M, A 635/A 63

7、5M, C33, C 94/C 94M,C 150, C 494/C 494M, C 618, C 685/C 685M; American Concrete Insti-tute Building Requirements ACI 318, and American Welding SocietyStructural Welding Code D 1.4.1.9 The values stated in inch-pound units are to be regardedas the standard. The values in parentheses are given forinfo

8、rmation only.2. Referenced Documents2.1 ASTM Standards:2A 184/A 184M Specification for Welded Deformed SteelBar Mats for Concrete ReinforcementA 615/A 615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementA 635/A 635M Specification for Steel, Sheet and Strip,Heavy-Thic

9、kness Coils, Hot-Rolled, Carbon, Structural,High-Strength Low-Alloy, and High-Strength Low-Alloywith Improved Formability, General Requirements forA 820/A 820M Specification for Steel Fibers for Fiber-Reinforced ConcreteC33 Specification for Concrete AggregatesC 39/C 39M Test Method for Compressive

10、Strength of Cy-lindrical Concrete SpecimensC 94/C 94M Specification for Ready-Mixed ConcreteC 150 Specification for Portland CementC 494/C 494M Specification for Chemical Admixtures forConcreteC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC 685/C 685M Sp

11、ecification for Concrete Made by Volu-metric Batching and Continuous MixingC 1116 Specification for Fiber-Reinforced Concrete andShotcrete2.2 Underwriters Laboratories Standards:3UL 608 Burglary-Resistant Vault Doors and Modular Pan-elsUL 680 Emergency Vault Ventilators and Vault VentilatingPorts2.3

12、 American Concrete Institute Document:4ACI 318 Building Code Requirements for Reinforced Con-crete1This classification is under the jurisdiction of ASTM Committee F12 onSecurity Systems and Equipment and is the direct responsibility of SubcommitteeF12.10 on Systems Products and Services.Current edit

13、ion approved Feb. 1, 2006. Published February 2006. Originallyapproved in 1987. Last previous edition approved in 1997 as F 1090 87 (1997)e1.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volu

14、me information, refer to the standards Document Summary page onthe ASTM website.3Available from Underwriters Laboratories (UL), Corporate Progress, 333Pfingsten Rd., Northbrook, IL 60062.4Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333.1Copyright ASTM Inter

15、national, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.4 American Welding Society Document:5D 1.4 Structural Welding Code Reinforcing Steel3. Description of Terms Specific to this Standard3.1 alternate constructiona substitute method of fabrica-tion.3.2 class

16、ificationa systematic rating of products based ontesting, according to approved criteria.3.3 door, vaulta movable barrier assembly constructed ofintrusion-resistant materials by which a passageway is closedor opened.3.4 emergency ventilatora device constructed ofintrusion-resistant materials for the

17、 introduction of fresh air.3.5 equivalenta term applied to two or more methods,procedures, materials, devices, etc., expected to give the sameaverage results.3.6 generic constructioncommonly available constructionmaterials not protected by trademark registration.3.7 heating, ventilating and air cond

18、itioning (HVAC)porta device constructed of intrusion-resistant materialsproviding an opening for intake or exhaust of air.3.8 intrusion-resistantconstructed to prevent a successfulpenetration by means and techniques as described in UL 608.3.9 manhole size openinga 96-in.2(620-cm2) opening, thesmalle

19、st dimension of which is not less than 6 in. (15 cm).3.10 modular panelwall, floor, or ceiling components,manufactured of intrusion-resistant material, intended for as-sembly at the place of use, and capable of being disassembledand relocated.3.11 vaultan intrusion-resistant enclosure, intended fort

20、he safekeeping of valuables, and sized to allow entry by atleast one person.4. Significance and Use4.1 This classification is meant to be a guide for theselection of a vault.4.2 This classification is intended to assist users in availingthemselves of various prefabricated and generically con-structe

21、d products, while maintaining continuity in the selectedintrusion-resistance level.4.3 This classification is not meant to recommend or preferthe use of any single product or any type level, or itsapplication.5. Basis of Classification5.1 The vault shall be rated as a unit and that rating shall bede

22、termined by the component having the lowest classification.5.2 Components of a building shall not be used as part of thevault unless constructed to provide the equivalent intrusionresistance.5.3 Vaults shall be classified into four (five) types: Type M,Type 1, Type 2, Type 3 (refer to Fig. 1), and T

23、ype F.5.3.1 Type M VaultType M vault shall be constructedusing:5.3.1.1 Nine-inch (23-cm) reinforced concrete, as specifiedin 5.4-5.4.2,or5.3.1.2 Modular panels bearing the label “Class M” from anindependent, third party, accredited testing laboratory, and5.3.1.3 Vault door(s) bearing the label “Clas

24、s M” from anindependent, third party, accredited testing laboratory,5.3.2 Type 1 VaultType 1 vault shall be constructed using:5.3.2.1 Twelve-inch (30-cm) reinforced concrete, as speci-fied in 5.4-5.4.2,or5.3.2.2 Modular panel bearing the label “Class 1” from anindependent, third party, accredited te

25、sting laboratory, and5.3.2.3 Vault door(s) bearing the label “Class 1” from anindependent, third party, accredited testing laboratory.5.3.3 Type 2 VaultType 2 vault shall be constructed using:5.3.3.1 Eighteen-inch (46-cm) reinforced concrete, as speci-fied in 5.4,or5.3.3.2 Modular panel bearing the

26、label “Class 2” from anindependent, third party, accredited testing laboratory, and5.3.3.3 Vault door(s) bearing the label “Class 2” from anindependent, third party, accredited testing laboratory.5.3.4 Type 3 VaultType 3 vault shall be constructed using:5.3.4.1 Twenty-seven-inch (68-cm) reinforced c

27、oncrete, asspecified in 5.4-5.4.2,or5.3.4.2 Modular panel bearing the label: “Class 3” from anindependent, third party, accredited testing laboratory, and5.3.4.3 Vault door(s) bearing the label: “Class 3” from anindependent, third party, accredited testing laboratory.5.3.5 Type F VaultType F vault s

28、hall be constructed using:5.3.5.1 9-in. (23-cm) fiber reinforced concrete, as specifiedin 5.4.3 and 5.4.4,or5.3.5.2 Modular panel bearing the label “Class F” from anindependent, third party, accredited testing laboratory, and5.3.5.3 Vault door(s) bearing the label “Class F” from anindependent, third

29、 party, accredited testing laboratory.NOTE 2There is no Class F rating established in UL 608. The F Classis expected to meet the requirements of Class M because the volumetricsteel contents are similar and modular designs of fibrous concrete arecurrently marketed for this level of resistance.5.4 Gen

30、eric Vault Construction:5.4.1 Concrete used in vaults Type M, 1, 2, and 3 shall bereinforced using:5.4.1.1 Deformed steel bars, Number Five Imperial Type orNumber Fifteen Metric type (58-in. (16-mm) diameter, aminimum of Grade 40), placed in horizontal and vertical rows,in each direction, to form a

31、grid not more than 4 in. (10 cm) oncenter, or5.4.1.2 Expanded steel mesh weighing at least 6 lb/ft2(30kg/m2) having a diamond pattern not more than 3 by 8 in. (8 by20 cm), placed parallel to the face of the slab.5.4.1.3 Grids of either reinforcing material shall be locatednot less than 4 in. (10 cm)

32、 apart, shall be offset in twodirections in the same plane (refer to Fig. 2), and shall beplaced as stated in Table 1.5.4.2 Concrete used in vaults Types M, 1, 2, and 3 shall havea minimum 28- day compressive strength of 4000 psi (280kg/cm2), as tested in accordance with the requirements of TestMeth

33、od C 39/C 39M.5Available from American Welding Society (AWS), 550 NW LeJeune Rd.,Miami, FL 33126.F10900625.4.3 Concrete used in vaults Type F shall meet the require-ments of Specification C 1116 and shall have a minimum28-day compressive strength of 5000 psi (350 kg/cm2) as testedin accordance with

34、the requirements of Test Method C 39/C 39M.5.4.4 Fiber reinforcement shall meet the requirements ofType I or Type V steel fibers in Specification A 820/A 820M,and shall be proportioned in the concrete at a minimum of 2 %by volume (265 lb/yd3or 156 kg/m3).5.5 Permissible Opening:5.5.1 Vault shall be

35、invalidated by any opening in thestructure, except for:5.5.1.1 Doors, as specified in 5.3.5.5.1.2 Underwriters Laboratories, Inc. listed emergencyventilators or ventilating (HVAC) ports.5.5.1.3 Individual conduit when used in generic construc-tion, shall not exceed 112 in. (38 mm) in diameter. Multi

36、pleconduit entries and exits shall not be within 18 in. (46 cm) ofeach other. Conduit penetrating the vault shall have at least twobends. Entry in the outer face shall be offset from exit in theinner face by a distance in the plane of the vault surface at leastequal to the thickness of the component

37、 it penetrates.5.5.2 Vault resistance levels shall be invalidated by theinstallation of any door, ventilator, or port whose manufactur-ers specified installation instructions have not been followed.6. Keywords6.1 asset protection; bank vault; forced entry; intrusionresistance; mercantile vault; stee

38、l fibers; storage vault; vaultenclosureFIG. 1 Bank and Mercantile Vault Construction ClassificationF1090063APPENDIX(Nonmandatory Information)X1. RATIONALEX1.1 Determination as to intrusion resistance is based uponthe criteria for testing as detailed in UL Standard 608 (ThirdEdition), and Standard 68

39、0.X1.2 Testing procedures were performed on a representa-tive sample using two basic techniques. First, a portable coringmachine equipped with diamond embedded matrix bit core wasused to drill a manhole size opening through the sample.Second, electric hammers, acetylene cutting torch, and varioushan

40、d tools were used, in combination, to create a manhole sizeopening through an untouched portion of the sample.X1.3 Actual testing was restricted to one test team, con-sisting of two skilled operators and one non-participatingassistant.X1.4 Testing procedures recorded net working time, whichis only t

41、he time during which the attack is actively in progress.FIG. 2 Grid PatternsTABLE 1 Placement of GridsClassTypeThickness ofConcreteMinimumNumberof GridsforDeformedBarsMinimumNumberof GridsforExpandedSteelM at least 9 in. (22.9 cm) 2 21 at least 12 in. (30.5 cm) 3 22 at least 18 in. (45.7 cm) 4 33 at

42、 least 27 in. (68.6 cm) 5 4F not applicable n/a n/aF1090064ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such pat

43、ent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited eit

44、her for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair

45、hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).F1090065