mst-00054

Method Statement for Permanent Post Tensioning

According to the site conditions (temperature, humidity), the constituents of the grout have to be in good conditions during production and injection: • During grouting, the maximum grout temperature is limited to 32 °C. If necessary, water shall be chilled using ice cube. • Cement shall not be exposed to sunlight. It should not be younger than a week, and not older than 6 months. No lump shall be present inside the bag.

Method Statement for Post Tensioning Friction Test

INTRODUCTION General The purpose of this procedure is to determine the actual friction coefficient and wobble coefficient which shall be used in the strand elongation calculation of the post tensioning works. Scope of work To determine friction and wobble coefficient to be used in the elongation calculation, a friction test shall be performed prior to the first stressing operations on site. Definitions SCC SUMITOMO – CIENCO 6 CONSORTIUM LG Launching Gantry PT Post Tensioning PT duct PT corrugated galvanized steel duct

Method Statement for Self-Launching through Stations

INTRODUCTION 1.1 GENERAL The purpose of this procedure is to describe the Self-Launching of Launching Gantry through station having all platforms constructed and launching over 15m span in Ho Chi Minh City Metro Line 1 Project 1.2 SCOPE OF WORK This procedure describes the following operations: Self-launching of Launching Gantry through station having all platforms constructed Self-launching of Launching Gantry over 15m span 1.3 DEFINITIONS LG Launching Gantry WT Winch Trolley MG Main Girder SB Spreader Beam FS Front Support FH Front Head RS Rear Support RH Rear Head AS Auxiliary Support HS Hanging System CG Centre of Gravity   RELEVANT SPECIFICATIONS, STANDARDS AND DOCUMENTS • Self-launching through stations completed & 15m span – as attached FVR-TEC-DWG-3240-010 • Launching Girder – Use & Maintenance Manual