CAN CGSB-138 3-1996 Installation of Chain Link Fence.pdf

1、 CGSB CANICGSB- L38.3-9b XX m 1874650 0028589 301 m Canadian General Standards Board CAN/CGSB-l383-96 Supersedes CAN/CGSB-l38.3-M80 2s Installation of Chain Link Fence National Standard of Canada CGSB CANiCGSB- 138.3-96 XX 1874650 0028590 023 W The CANADIAN GENERAL STANDARDS BOARD (CGSB), under whos

2、e auspices this standard has been developed is a government agency within the Federal Department of Supply and Services. CGSB is engaged in the production of voluntary standards in a wide range of subject areas through the media of standards committees and the consensus process. The standards commit

3、tees are composed of representatives of relevant interests including producers, consumers and other users, retailers, governments, educational institutions, technical, professional and trade societies, and research and testing organizations. Any given standard is developed on the consensus of views

4、expressed by such representatives. The Ministers Advisory Council on CGSB reviews the results of the consensus process. CGSB has been accredited by the Standards Council of Canada as a national standards-writing organization. The standards that it develops and offers as National Standards of Canada

5、conform to the criteria and procedures established for this purpose by the Standards Council of Canada. in addition to standards it publishes as national standards, CGSB produces standards to meet particular needs, in response to requests from a variety of sources in both the public and private sect

6、ors. Both CGSB standards and national standards developed by CGSB are developed in conformance with the policies described in the Policy Manual for the Development and Maintenance of Standards by CGSB. CGSB standards are subject to review and revision at any time, so as to ensure that they keep abre

7、ast of technological progress. Suggestions for their improvement, which are always welcome, should be brought to the notice of the standards committees concerned. Changes to standards are issued either as separate amendment sheets or in new editions of standards. An up-to-date listing of CGSB standa

8、rds, including details on latest issues and amendments, and ordering instructions, will be found in the CGSB Catalogue, which is published annually and is available without charge upon request. Although the intended primary application of this standard is stated in its Scope, it is important to note

9、 that it remains the responsibility of the users of the standard to judge its suitability for their particular purpose. Many tests required by CGSB standards are inherently hazardous. CGSB neither assumes nor accepts any responsibility for any injury or damage that may occur during or as the result

10、of tests, wherever performed. CGSB takes no position respecting the validity of any patent rights asserted with any item connected with this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights are entirely their own responsibility. Furt

11、her information on CGSB and its services and standards may be obtained from: The Manager Standardization Information Division Canadian General Standards Board Ottawa, Canada K1A 1G6 The STANDARDS COUNCIL OF CANADA is the Co-ordinating body of the National Standards System, a federation of independen

12、t, autonomous organizations working towards the further development and improvement of voluntary standardization in the national interest. The principal objectives of the Council are to foster and promote voluntary standardization as a means of advancing the national economy, benefiting the health,

13、safety and welfare of the public, assisting and protecting the consumer, facilitating domestic and international trade, and furthering international co-operation in the field of standards. A National Standard of Canada is a standard which has been approved by the Standards Council of Canada and one

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15、. It normally is a standard that is capable of making a significant and timely conhibution to the national interest. Approval of a standard as a National Standard of Canada indicates that a standard conforms to the criteria and procedures established by the Standards Council of Canada. Approval does

16、 not refer to the technical content of the standard; this remains the continuing responsibility of the accredited standards-writing organization. Those who have a need to apply standards are encouraged to use National Standards of Canada whenever practicable. These standards are subject to periodic

17、review; therefore, users are cautioned to obtain the latest edition from the organization preparing the standard. The responsibility for approving National Standards of Canada rests with the: Standards Council of Canada Suite 1200 ttawa, Ontario K1P 6N7 45 OcOMOr SWt ow to order -3 Publications: by

18、Telephone - (613) 941-8703 or (Canada only) - 1-800-665-CGSB by Fax - (613) 941-8705 by Mail - CGSB Sales Centre Ottawa, Canada KIA 1G6 in Person - Suite 1402 222 Queen Street Ottawa, Ontario CGSB CANiCGSB- 138.3-96 * 1874650 O028591 TbT NATIONAL STANDARD OF CANADA CANICGSB-138.3-96 Superede CANKGSB

19、- 138.3-MSO INSTALLATION OF CHAIN LINK FENCE Prepared by the Approved by the Canadian General Standards Board 6s Standards Council of Canada Q Published February 1996 by the Canadian General Standards Board Ottawa, Canada K1A 1G6 Minister of Supply and Senices Canada - 19% No part of this publicatio

20、n may te reproduced in my form without the prior permission of the publisher. CGSB CAN/CGSB- 138.3-76 * M LB74650 0028592 9Tb CANADIAN GENERAL STANDARDS BOARD COMMITTEE ON WIRE FENCING (Membership at date of approval) Araujo, T. Bastarache, A. Berner, A. Bickram, R. Cameron, G. Gillies, G. Grenon, P

21、. Harris, T.F. Harrison, C. Hillary, R. Kelly, T. Kielbiski, M. Leduc, M. Legare, N. Nie, G. Posner, C. Prost, M. Rivard, J.-G. Talarico, F. Vachon, A. Worth, A.W. Craig, W. Secretary Triodem Technical Services Ltd. Public Works Government Services Canada Canadian Fence Industry Association OC Trans

22、po National Defence Ontario Hydro Department of Transport, Quebec Royal Canadian Mounted Police Tree Island Industries Ltd. Canadian Fence Industry Association Ministry of Transportation, Ontario Meuo Fence and Fittings Ltd. Canadian Fence Industry Association McLellan Supply Alberta Ltd. Stelwire C

23、orrectional Service of Canada Prost war Products Ltd. Sidbec-Dosco Inc. Groupe BMF Lundy Fence Railway Association of Canada Canadian General Standards Board Acknowledgment is made for the translation of this National Standard of Canada by the Translation Bureau of the Department of the Secretary of

24、 State. CANKGSB-138.3-96 - CGSB CANICGSB- 138-3-96 * m 1874650 0028593 832 m 1. 1.1 1.2 2. 2.1 2.1.1 2.1.2 2.1.3 2.2 3. 3.1 CAN/CGSB-1383-% Supersedes CAN/CGSB-138.3-M8O CANADIAN GENERAL STANDARDS BOARD INSTALLATION OF CHAIN LINK FENCE SCOPE This standard applies to the installation of chain link fe

25、nce used in commercial and industrial applications. It gives the requirements for chain link fence installation in earth, rock, or rock with overburden of earth. The testing and evaluation of a product against this standard may require the use of materials and/or equipment that could be hazardous. T

26、his document does not purport to address all the safety aspects associated with its use. Anyone using this standard has the responsibility to consult the appropriate authorities and to establish appropriate health and safety practices in conjunction with any existing applicable regulatory requiremen

27、ts prior to its use. REFERENCED PUBLICATIONS The following publications are referenced in this standard: Canadian General Standards Board (CGSB) CANKGSB-138.1 - Fabric for Chain Link Fence CANKGSB-138.2 - Steel Framework for Chain Link Fence CANKGSB-138.4 - Gates for Chain Link Fence. Canadian Stand

28、ards Association (CSA) CANKSA G164 - Hot Dip Galvanizing of Irregularly Shaped Articles. National Research Council of Canada National Building Code of Canada. A reference to a regulation is always to the latest issue. A dated reference is to the issue specified. An undated reference is to the latest

29、 issue, unless otherwise specified by the authority applying this standard. The sources are given in the Notes section. TERMINOLOGY The following definitions apply in this standard: Bottom tension wire (Fil tendeur infrieur) Wire installed between fence posts to provide for attachment of chain link

30、fence fabric. Brace rail (Traverse de renfort) A tubular or fabricated steel section used for bracing terminal posts. Fence post (poteau de clture) An upright tubular or fabricated steel member for supporting fencing material. Line posts (Poteaux intermdiaires) Fence posts spaced at regular interval

31、s between terminal posts throughout each stretch of fence. 1 CGSB CAN/CGSB- L38.3-9b * 1874650 0028594 779 4. 4.1 4.2 4.3 4.4 5. 5.1 5.2 Terminal posts (Poteaux terminaux) Fence posts which include comer, end, gate and straining posts: Comer Posts (Poteaux dangle) Fence posts positioned at comers an

32、d changes of direction greater than ten degrees. End Posts (Poteaux dextrmit) Fence posts positioned at the ends of a stretch of fence. Gate Posts (Poteaux de barrire) Two fence posts forming a gateway. Straining Posts (Foteaux de renfort) Fence posts positioned at changes in grade greater than thir

33、ty degrees. Top rail (Traverse suprieure) A tubular or fabricated steel section continuously joined by means of sleeves or couplings throughout each stretch of fence extending between terminal posts. Top tension wire (Fil tendeur suprieur) Wire installed between fence posts as an option to the top r

34、ail. Truss rod (Tige de contreventement) Solid steel rod used for bracing terminal posts. Wire ties (Fils dattache) Wire that is used to tie chain link fence fabric to line posts, top rails or bottom wires. GENERAL REQUIREMENTS Ail materiais entering into the chain link fence installation shall be o

35、f high quality in every respect. A11 workmanship shall be in accordance with accepted standards of modem engineering practice. Chain link fence fabric covered by this standard shali be in accordance with CANKGSB-138.1. Chain link fence framework and gate components covered by this standard shall be

36、in accordance with CANICGSB-138.2 and CANKGSB-138.4 respectively. Construction, including material and workmanship, shall be free from any characteristics or defects which may render the installed chain link fence unsuitable for the intended purpose. At the completion of the installation, ali debris

37、 shall be removed from the site. Earth removed from post holes shall be spread over the area adjacent to the fence lines unless disposal is otherwke specified by the authority applying this standard (par, 7.1). DETAILED REQUIREMENTS Line and Level - The fence shall be so installed that on completion

38、 it is truly on the line as specified (par. 7.1). The top of the fence shall follow approximately the profile of the natural ground or the grade levels as specified (par. 7.1). Terminal Posts - The location of terminal posts, comprising end, gate, comer and straining posts, shall be as specified (pa

39、r. 7.1). A comer post shall be installed at changes of direction greater than ten degrees. A straining post shall be installed at changes in grade greater than thirty degrees. All terminal posts shall be installed in a vertical position. . 2 C ANKGSB-1383-96 5.2.1 Brace rails and truss rods are reco

40、mmended at comers where a top tension wire is used, and may also be installed where a top rail is used (Figure 1 and Note 1). 1 Top rail or tension wire Line post Bottom tension wire / End post Brace rail Truss rod Comer post Top rail or tension / Bottom tension wire FIGURE 1 Application of Brace Ra

41、il and Truss Rod wire No& It Brace rails and truss rods must be used together in order to increase the strength of the framework. CANKGSB-138.3-96 3 CGSB CAN/CGSB- 138.3-76 * H 1874650 0028596 541 5.3 5.4 5.4.1 Line Posts - Line posts shall be spaced at intervals not to exceed 3.1 m when measured fr

42、om centre to centre between terminal posts. In determining the post spacing, measurement shall be made parallel to the slope of the natural ground, or grade when specified (par. 7.1). All line posts shall be installed in a vertical position. Footing Design and Construction - The basis for any footin

43、g design shall be the National Building Code of Canada. The footing (or mechanical device embedded directly in soil) shall be capable of withstanding the specified loadings of terminal and line posts for the type of soil or rock existing at the site where the fence is to be installed.The footing mus

44、t have resistance to frost heave and, in general, shall conform to the following requirements: a. The depth of footing shall not be less than frost penetration in an average year unless otherwise specified (par. 7.1). Footings for corner posts should be 300 mm deeper than for line posts. b. There sh

45、all be no enlargement of the upper part of the footing. For augered cylindrical footings, the top 250 mm of concrete shall be formed to prevent this condition and to provide a smooth surface to break the frost grip of the surface soil. c. Ail materiais used in footing construction shall be durable.

46、Concrete shall exhibit a minimum strength of 20 MPa after 28 d. Any embedded steel components shall be hot-dip galvanized in accordance with the requirements of CAN/CSA G164. Soil Footings (Note 2) - The procedure followed in constructing soil footings shall require earth-augering the hole, plumbing

47、 and setting the post and filling the hole with concrete. Figure 2 shows details and dimensions for typical soil footing designs in average soil conditions, based on the use of galvanized steel pipe conforming to CAN/CGSB-138.2 as fence post material. The dimensions shown shall be treated as minimum

48、 dimensions unless a detailed soil investigation has been made and footings designed in accordance with the requirements specified in par. 5.4. EE E E E E E Depth of hole -v Q)- 2 sp 2g w N - Pipe diameter - 60.3 rnrn 73.0 mrn - 60.3 rnrn 4, _i 250- diameter -t 300 i Hol 88.9 rnrn. 2 114.3 mm FIGURE

49、 2 Footing in Average Soil Conditions Note 2: Footing construction is not suitable where the soil is unstable, or in fill that has not been properly consolidated, or in areas subject to unusually severe frost or frost heaving. CANKGSB-1383-96 4 CGSB CAN/CGSB- 138.3-96 * 187Lib.50 0028597 488 M 5.4.2 Solid Rock Footings - Figure 3 shows a typical design of footing in solid rock where there is overburden. Figure 4 shows the footing in solid rock where there is no overburden. In each case, the hole in the solid rock is approximately 25 mm la