ImageVerifierCode 换一换
格式:PDF , 页数:5 ,大小:230.25KB ,
资源ID:1028479      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-1028479.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(SANS 10120-2 DK-1996 Code of practice for use with standardized specifications for civil engineering construction and contract documents Part 2 Project specification Section DK Gab.pdf)为本站会员(amazingpat195)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

SANS 10120-2 DK-1996 Code of practice for use with standardized specifications for civil engineering construction and contract documents Part 2 Project specification Section DK Gab.pdf

1、 Collection of SANS standards in electronic format (PDF) 1. Copyright This standard is available to staff members of companies that have subscribed to the complete collection of SANS standards in accordance with a formal copyright agreement. This document may reside on a CENTRAL FILE SERVER or INTRA

2、NET SYSTEM only. Unless specific permission has been granted, this document MAY NOT be sent or given to staff members from other companies or organizations. Doing so would constitute a VIOLATION of SABS copyright rules. 2. Indemnity The South African Bureau of Standards accepts no liability for any

3、damage whatsoever than may result from the use of this material or the information contain therein, irrespective of the cause and quantum thereof. SABS 01 20-2 Section DK:1996 Gabions and pitching First revision Part 2 : Project specification, Portion 2 Section DK Contents Page 1 Essential project s

4、pecification clauses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 Essentialdata 1 3 Additionalclauses . 1 3.1 General . 1 3.2 Normalprojects . 1 3.2.1 Unweatheredstone 1 3.2.2 Characteristics of geotextile . . .

5、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3.2.3 Testsonlacing . 2 3.3 Prestigeprojects 2 3.4 Labour-basedprojects 2 This section of the code supersedes SABS 01 20-2 : Section DK:1984 Approved by the PRESIDENT OF T

6、HE SOUTH AFRICAN BUREAU OF STANDARDS CODE OF PRACTICE SABS 0120-2 : Section DK:1996 SABS 1200 DK : Gabions and pitching NOTES 1 Number the PSDK clauses in portion 2 of the project specification in the sequence in which the clauses to which they relate appear in SABS 1200 DK. 2 The clause number) giv

7、en in brackets at the beginning or after the heading of a clause islare, unless otherwise stated, the number(s) of the relevant clause(s) of SAW 1200 DK. 1 Essential project specification clauses Set out suitable clauses in portion 2 of the project specification to provide essential information, as

8、follows: a) (3.1.3) Where a gsotextile is to be used, specify the minimum thickness, and other requirements with which it must comply (see also 3.2.2 below). b) (3.1.4) Where a geomembrane is to be used, state whether it is to be resistant to ultraviolet light and, if applicable, specify other requi

9、rements as listed in appendix B of SABS 952). c) (8.2.7) Where weepholes are required in pitching, specify the details of their construction and location. 2 Essential data The availability of certain essential data might affect the prices tendered. Except where such data have been given in the sched

10、ule or on the tender drawings, set out suitable clauses covering items such as the following in portion 2 of the project specification : (3.1 .l) State whether stone is to be subjected to the weathering test or to the durability test, or to both (see also 3.2.1 below). (3.1.2) State (or show on the

11、drawings) the required dimensions of the gabion cages. Where so required, state that PVC-coated wire is to be used for the manufacture of gabion cages. (3.2.1.2) State in the terms used in column 1 of table 2 of SABS 1200 DK, the size/mass of pitching to be constructed. (5.3.1) Where pitching is to

12、be backed, specify the thickness of the backing. (5.3.4 and 5.3.5) Designate the areas in which wired pitching or grouted wired pitching is to be used, if applicable. (6.1) Where a degree of accuracy other than Degree of Accuracy II is required, set out the details. (8.2.3 and 8.2.4 and see also 1.3

13、.5 of section DK of SABS 0120-3). Where appropriate, include in the project specification requirements to amplify those covering scheduled items. Additional clauses 3.1 General Where it is necessary to amplify or otherwise to vary the terms of SABS 1200 DK to render them suitable for use in projects

14、 to be carried out in particular locations or under particular circumstances, include in portion 2 of the project specification clauses dealing with matters other than those covered by clauses 1 and 2 above. (See also 1.3 of section DK of SABS 0120-3.) 3.2 Normal projects NOTE - To meet requirements

15、 imposed by various norms of economic development, projects are classified as normal, prestige, subeconomic, and labour-based projects (see clause 4 of the Introduction to SABS 0120-3). 3.2.1 Unweathered stone (3.1 .l .l, 7.3 and 7.4) As gabions and stone pitching are both used in situations subject

16、 to erosion, it is particularly important that the stone used be resistant to weathering. However, the carrying out of tests on stone of the size normally used for gabions and pitching could present problems in the laboratory. Provision has been made in 7.3 and 7.4 of SABS 1200 DK for one or two tes

17、ts (depending on the type of stone) to be carried out on a sample drawn from the quarry in which material to be used is prepared. Should neither of these tests be considered suitable for the particular circumstances or should they be considered inadequate by the engineer, set out in the project spec

18、ification a suitable test or modifications of one or both of the tests. 1 ) Polyethylene sheet. SABS 0128-2 Section DK:l996 Gabions and pitching First revision 3.2.2 Characteristics of geotextile (3.1.3) Where the engineer is uncertain as to the properties of a geotextile that will best suit his par

19、ticular application, he may include a project specification clause such as PSDK 1 .l below but in doing so, he should bear in mind the contractors problems of pricing an ill-defined requirement. PSDK 1 .l Final selection of geotextile (3.1.3) The Engineer reserves the right to conduct field tests to

20、 determine the suitability of the geotextiles for specific applications and to base his final selection on these results. 3.2.3 Tests on lacing (7.5) See 1.3.1.2 and 2.4 of section DK of SABS 0120-3. 3.3 Prestige projects See 3.1.3(b) of section DK of SABS 0120-5. 3.4 Labour-based projects SABS 1200 DK covers mainly labour-based operations and is therefore particularly suitable for application to labour- based projects. sabs pta

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1