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. SCHEDULE SABS 0320 : Part 4 Section G-1982 Concrete (structurdl) PART 4 : TYPICAL SCHEDULES OF QUANTITIES SECTION G CONTENTS Pdye Number - SECTION : COHC
4、WEIE (STKUCTURAL) 1 First Revision August 1982 This section of the code supersedes SAES 0120 : Part 4 : Section G-1980 Approved by the COUNCIL OF THE SOUrih AFRICAN BUEAU OF STANDARDS 1 SABS l200 G : CONCRETE (STRUCTURAL) See Clause 5 of. Section 0. Payment refers SAUS 1200 G 8.1.3 8.4.2 8.4.3 8.4.3
5、 8.4.3 8.4.1 8.1.1 G.2.1 5.2.2 8.2.5 8.2.3 8.2.4 8.1.1.2 8.2.6 Short Description SECTION : CONCREXE (STRJCTURRL) CONCRETE BL Strength concrete: 25 MPa/40 mm_ Substructure Abutments aiid wlngn Strength concrete: 30 NEJa/20 mm Prers/columns Crrcular walls up to 300 mm thlck Floor slabs StreqgtF concre
6、te: 35 MPa/203 wlth rilpld- hdrdeniny ccment sn deck slab Strength concrete: 30 MPa/20 mm In superstruc ture - Deck slab Parapets Strength concretet-zzMPa/40 mm In OPC/slaq- ment n substructure (prov.) Prescribed mix concrete - 1:2:4 FORiiWGRX Rough walls below gtic qua st avail te of te rota1 qL 2s
7、 to be Dclaust: srt 3 of : Engine stic qua st avail te of te tity of tated .3.6.1 of S the code. ) to state ities based le informat er tity of tated .3.6.1 of S he code. 1 to stat.e ities based le informat er tion n tior? n SABS 0120 : Part 4 Section G-I982 Concrete (structural) Item NO. Payment ref
8、ers 8.6 Q. 7 0.8 Where tl a9 a ! Fii bl a 8 Short Description Brought forward/ PRECAST EILX4ENTZ Provide Type . elements to dwq. no. delivered, and stacked on Site Remove from stacks, erect and fix Type . . . elements GROUTING - Grout column bases and . MD bolts as specified in PSG ilD BOI,TS - Prov
9、ide and install . H5 bolts to details given on dwg. no. e are sbgnflcant dlfferenccs between the stt sectlori for each structure under the headlrrg hes, etc., or arate sectloll of the schedule Tor each struct Unit NO. Or n No. No. l3 or o. t ures bei each of Quan- tity sched mcret Rate !d provi Formwor Amount either Reinforce
