NAVY MIL-HDBK-1013 5-1988 STEEL-PLY WALL HARDENING SELECTION AND INSTALLATION《淬火钢模板 选择和安装》.pdf

1、MIL-HDBK71013/5 3 1 JANUARY 1988 MILITARY HANDBOOK STEEL-PLY WALL HARDENING SELECTION AND INSTALLATION GUIDE AMSC NIA . DISTRIBUTION STATEMENT A APPROVED FOR PUBLIC RELEASE: DISTRIBUTION IS UNLIMITED F , AREA FACR THIS DOCUMENT CONTAINS y,f PAGES. _ - C Provided by IHSNot for ResaleNo reproduction o

2、r networking permitted without license from IHS-,-,-MIL-HDBK-L013/C FA 9999970 602i545 I - MIL-HDBK-1013/5 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-L013/5 FA W 7777770 002q5qb 3 1 MIL-HDBK-1013/5 ABSTRACT This publication provides gui

3、dance for the selection and installation of various steel and plywood wall hardening retrofit systems. The use of a selected system will provide additional protection to Naval arms, ammunition, .and explosives against theft and sabotage by both increasing the time required for unauthorized entry and

4、 hardening the facility against ballistic penetration of small arms fire. The Naval Civil Engineering Laboratory (NCEL) has conducted various wall hardening tests, and the results are incorporated in this publication to assist in proper selection of materials. The criteria and considerations present

5、ed within this document complement the decision-making process found in the MIL-HDBK-1013/1, Design Guidelines For Physical Security of Fixed Land-Based Facilities. iii Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MLL-HDRK-L023/5 FA 9777970 002q54

6、7 5 MIL-HDBK-1013/5 iV Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-i MIL-HDBK-1013/5 FA m 7777970 0024548 7 = I 6 I MIL-HDBK-1013/5 FOREWORD This military handbook has been developed from an evaluation of facilities in the shore establishment, fr

7、om surveys of the availability of-new materials and construction methods, and from selection of the best design practices of the Naval Facilities Engineering Command (NAVFACENGCOM), other Government agencies, and the private sector. It uses to the maximum extent feasible, national professional socie

8、ty, association, and institute standards. Deviations from this criteria, in the planning, engineering, design, and construction of Naval shore facilities, cannot be made without prior approval of NAVFACENGCOMHQ Code 04. Design cannot remain static any more than can the functions it serves or the tec

9、hnologies it uses. Accordingly, recommendations for improvement are Code L30, Port Hueneme, CA 93043, (805) 982-5743. THIS HANDBOOK SHALL NOT BE USED AS A REFERENCE DOCUMENT FOR PROCUREMENT OF FACILITIES CONSTRUCTION. IT IS TO BE USED IN THE PURCHASE OF FACILITIES ENGINEERING STUDIES AND DESIGN (FIN

10、AL PLANS, SPECIFICATIONS, AND COST ESTIMATES). DO NOT REFERENCE IT IN MILITARY OR FEDERAL SPECIFICATIONS OR OTHER PROCUREMENT DOCUMENTS. 1 encouraged and should be furnished to the Naval Civil Engineering Laboratory, I I. V Provided by IHSNot for ResaleNo reproduction or networking permitted without

11、 license from IHS-,-,-flIL-HDBK-LOL3/5 FA W 9999970 0024549 9 MIL-HDBK-1013/5 PHYSICAL SECURITY CRITERIA MANUALS Criteria Number PA NCEL - Title MIL-HDBK-1013/1 Physical Security of Fixed Land-based Facilities DM-13.02 Commercial Intrusion Detection Systems (IDS) LANTDIV . MIL-HDBK-1013/3 Bolt-on In

12、stallation . BIBLIOGRAPHY . REFERENCES INDEX Page 18 19 20 20 21 24 27 28 29 30 31 32 33 34 35 36 6 15 22 26 26 37 38 39 viii Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-a O O 1.1 Scop , This public MIL-HDBK-1013/5 Section 1: INTRODUCTION tion pr

13、ovides guidance on s lecting and installing retrofit systems to harden existing structures against unauthorized entry and ballistic penetration of small arms fire. Sufficient information is presented in this publication to enable personnel to select and install retrofit systems to harden existing st

14、ructures. This military handbook shall not be used as a reference document for procurement purposes. Further, it shall not be referenced in military or federal specifications or other procurement documents. 1.2 Cancellation. This handbook supersedes no other publication. 1.3 General Safety Notices.

15、Warnings and notes appearing throughout this publication are of paramount importance to personnel and system safety. following general safety notices supplement the specific warnings appearing in this publication. and applied during installation of hardening structures covered herein. Should a situa

16、tion arise that is not covered in the general or specific safety pre- cautions, the Commanding Officer or other authority will issue orders as deemed necessary to cover the situation. The They are recommended precautions that must be understood 1.3.1 Personnel Requirements. Do not install alone. Und

17、er no circumstances shall movement or installation of hardening stock be attempted without the immediate presence of an individual capable of rendering aid. 1.3.2 First Aid and Resuscitation. An injitry, no matter how slight, should never go unattended. Always get first aid or medical attention imme

18、diately. Should an individual stop breathing, initiate resuscitation immediately. A delay could cost the victims life. 1.3.3 General Precautions. (a) All signs and markings that pertain to safety measures shall be displayed. (b) Personnel shall always wear protective eyeshields, clothing, and safety

19、 shoes during installation of sheet stock. catch on sharp corners shall not be worn. Loose clothing that could (c) Manhandling heavy panels shall be avoided. (d) All swinging loads shall be controlled by at least two taglines. (e) A safety/fire watch shall be posted during movement of equipment or f

20、lame cutting operations. measures to have immediate access to and be in full view of all moving equip- ment or flame-cutting operations for the safety of personnel. The safety watch shall take full precautionary (f) All fabrication, installation, and maintenance actions shall comply with appropriate

21、 policies, procedures, and guidelines provided in the Command 1 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-1013/5 Safety and Health Program, Naval Facilites Engineering Command (NAVFAC) Instruc- tion 5100.11, as well as all other pertin

22、ent NAVFAC 5100 series instructions: 1.3.4 Warnings. Warnings applying to the installation of hardening materials sr existing structures, as covered in this publication, are summarized below. These warnings are repeated throughout the publication following paragraph headings and preceding text where

23、 they apply. WARNINGS Post KEEP AWAY placards along laminate delivery forklift Foute to installation site. (Page 23) Always have sheet stock steadied by at least one man durjng transit via forklift and crane attachment. (Page 23) Safety goggles must be worn by all personnel wAthin direct line of sig

24、ht of power actuator fastener drvers. (Page 23) Safety goggles must be worn when cutting or drillhg polycarbonate. (Page 23) Do not attempt to manually lift or move sheets o stock without assistance. may result from strains or dropped sheets. (Page 24) Serous injury Post KEEP OUT placard at each ent

25、rance to room being hardened. (Page 24) Do not jtnstall panels alone. circumstances shall movement or installation of stock be attempted without Jmnediate presence of someone capable of rendering aid. (Page 24) Under no Personnel must remain clear of movhg equip- ment. Whenever equipment is in motio

26、n, a safety watch having huediate access to and u11 view of operations being performed shall be pasted. (Page 24) Injuries, no matter how slight, should never go unattended. attention inmediately. and stops breathjng, begin resuscitation hediately. the victim. (Page 24) Always get first aid or medic

27、al If someone is injured Any delay could cost the life of 2 c Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-L013/5 FA i 002Li55Ll 2 mL MIL-HDBK-1013/5 1.4 Related Technical Documents. use with this document: The following drawing should be

28、 obtained to Physical Security; Steel-Ply System, Typical Sections and Details; NCEL Drawing Number 82-20-1F. This drawing can be obtained from: Naval Civil Engineering Laboratory Physical Security Division (Code L56) Port Hueneme, California 93043-5003 3 Provided by IHSNot for ResaleNo reproduction

29、 or networking permitted without license from IHS-,-,-flIL-HDBK-1013/5 FA m 7777770 O024555 4 m MIL-HDBK-1013/5 Section 2: STEEL-PLY WALL HARDENING 2 1 SHetv Precautons, 2.1.1 Warnings and Notes. Warnings and notes appearing throughout this publication are of paramount importance to personnel and sy

30、stem safety. to nny attempt to select or install any part of a wall hardening system, all warnings und notes shall be thoroughly reviewed and understood, Introduction section of this publication for a complete listing of warnings und notes throughout this publication. warnings und notes as they are

31、used in this publication. Prior Refer to the The following paragraphs define WARNING Identif.es an installation or maintenance procedure, practice, condition, statement, etc., that, if not strictly followed, could result in death or serious injury to personnel. NOTE Highlights certain installation o

32、r maintenance statements that are essential but not of knm hazardous nature as indicated by warnings. 2.1.2 Specific Precautions. Personnel responsible for wall hardening systems shall become thoroughly familiar with and frequently review the following specific safety precautions. equipment and are

33、considered supplemental to the general precautions and speciic notes listed in the Introduction section of this publication. These precautions apply to both personnel and (a) Do not install or make any repairs to a wall hardening system without first reading and understanding the appropriate portion

34、s of this publication. (b) Personnel shall always wear protective eyeshields, clothing, and safety shoes when installing a wall hardening system. 2.2 Steel-Ply Wall Hardening Background. Secure facilities are needed to protect Naval assets, especially weapons and explosives (OPNAVINST 5530.13, Chapt

35、er VIII, page VIII-2, Paragraph 8-201), from theft and sabotage. This guide includes easily installed, low-cost methods for hardening existing struc- tures against: unauthorized entry and ballistic penetration of small arms fire. Ballistic hardening is mainly for the protection of personnel in facil

36、ities such as armories, communication centers, or guard booths. Modifying an exist- ing structure to increase its penetration time to a desired level is usually less expensive and more expeditious than building a new facility to the desired hardness level. 4 Provided by IHSNot for ResaleNo reproduct

37、ion or networking permitted without license from IHS-,-,-MIL-HDBK-LOL3/5 FA 7777970 002q556 b MIL-HDBK-1013/5 2.3 System Description. Seven retrofit systems for walls are described in this guide. These systems vary in cost, installation procedure, and the degree of additional penetration time achiev

38、ed. cated from combinations of plywood, steel, and polycarbonate sheets that can be attached to existing walls in a variety of ways. system most closely meets the requirements and budget. described in Table 1 and Figures 1 through 3. techniques, doors, hasps, and locks are not covered in this guide.

39、 For in- formation relative to hardening such items, refer to MIL-HDBK-1013/1. The systems consist of panels fabri- The user decides which The seven systems are Ceiling and floor hardening 5 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ci of R tl

40、8 h t-l 9 t-l al al * IA n CIU o* MW *rl an SC ot A * I) 8 A d rl I-! al .rl 8 Fr MIL-HDBK-LOL3C FA W 9999970 002Li557 8 W MIL-HDBK-1013/5 a al a I 8 E 22 O L) o rl a, 2 o 4 4 Qi c; VI m e4 m rl Qi O hl rl rl e4 rl c.( m c O o a B al ci H 6 Provided by IHSNot for ResaleNo reproduction or networking

41、permitted without license from IHS-,-,-c MIL-HDBK-LOL3/5 FA m 7977970 002L1558 T m tt wo U o A c m I w H MIL-HDBR-1013/5 h al 8 z al O ri O Fi h rl ri o o rl ri : * ri ri o rl 03 h u nl Q) ri ri rl ri ri ri rn rn * ul O h Provided by IHSNot for ResaleNo reproduction or networking permitted without l

42、icense from IHS-,-,-NLL-HDBK-LOL3/5 FA W 9499970 0024554 L W MIL-HDBK-1013/5 10.GAGE. ASTM A569 HOT ROLLED STEEL n 3/44NFlR PLYWOOD I 1/2-in polycarbonate - 10-gage ASTM A607 steel) Minimum Denial Time (Minutes ) 6 11 14b Not Tested 10 17 a bTwenty minutes with two layers of 90-pound gravel-f inish

43、roofing paper. Other methods of attack are: thermal cutting tools, explosives, and vehicle used as a ram. Recommended for ballistic protection. C 15 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-LOL3/5 FA W 4797470 002Y5b7 O MIL-HDBK-1013/

44、5 Wall foundations and structures must be strong enough to support the added weight of the steel-ply system, which may weigh as much as 180 pounds per lineal foot of an 8-foot-high wall. Rooms selected for hardening are best located on grade with sufficient f loor strength to support “forklift-type“

45、 equipment used for installation. steel-ply panels, dynamic lateral earthquake forses must be examined for each installation. pgnel might not be signifi- cant on a 6-inch reinforced concrete wall (75 lb/ft ). However, a marked effec lb/ft . In addition to the static load imposed by The additional ma

46、ss of a 15-lb/ft might result from the same panel on a wood stud wall weighing about 8 5 3.4 Earth-. Earthquake analysis is site-specific even with regard to a given type of structure. for a structure in which steel-ply is to be installed shall be performed by a competent structural engineer; howeve

47、r, some generalities can be pointed out. An analysis of earthquake forces 3.4.1 Perpendicular Wall Force. Against a force perpendicular to the wall (Figures 6 and 7), pullout of the powder-driven studs and the furring strip would be of concern as well as the effect of the additional force on the str

48、ucture wall. Item 1 of Table 1, a lateral force perpendicular to the wall will be approxi- mately 85 pounds per lineal foot of an 8-foot wall. of fasteners against withdrawal is approximately 124 pounds. tho fasteners to the furring strip are adequate. For a wall with a layering system installed as described in The strength of one group In this case, 3.4.2 Lateral-Wall Force. the steel-ply panels, given adequate connection to the existing wall, may improve the resistance of the structure. For such a case, the shear con- nection to the existing wall needs to be ch