method statement

Method Statement for Precast Segment Production Short Line Typical Mould

1. INTRODUCTION 1.1 PURPOSE OF THE DOCUMENT The purpose of this procedure is to define the sequence of operations to be carried out for the mould preparation & operation works of the Short Line Typical mould, including general arrangements, construction methodologies, technical solutions and other works, and ensures that all works will be conducted safely in accordance with the drawings and the project specifications. 1.2 PROJECT DESCRIPTION Ho Chi Minh City Urban Railway Construction Project – Ben Thanh – Suoi Tien section (Line 1), contract Package 2 consists of approximately 12 km long of elevated viaduct structures, erected by span-by-span Method.

Method Statement for Recast Segment

1. INTRODUCTION 1.1 PURPOSE OF THE DOCUMENT The purpose of this procedure is to define the method to recast the typical segment that need to be carried out on the Long Line and Short Line Typical Moulds. This procedure shall be read together with the Method Statement of Precast Segment Production - Long Line Typical Mould, ref. UMRTL1-CP2-CSYD-CWS-MST-00065 and Method Statement of Precast Segment Production - Short Line Typical mould, ref.

Method Statement for Rebar Cage Assembly

1. INTRODUCTION 1.1 PURPOSE OF THE DOCUMENT The purpose of this procedure is to define the method for rebar cage assembly works, including the installation of corrugated post-tensioning duct, and ensure that all works will be conducted safely in accordance with the drawings and the project specifications. 1.2 PROJECT DESCRIPTION Ho Chi Minh City Urban Railway Construction Project – Ben Thanh – Suoi Tien section (Line 1), contract Package 2 consists of approximately 12 km long of elevated viaduct structures, erected by span-by-span Method.

Method Statement for Closing Span

1. INTRODUCTION 1.1 GENERAL The purpose of this document is to describe the method statement for erecting closing spans in the Ho-Chi-Minh-City Metro Line 1 Project. The closing span is the last span to erect between two completed adjacent spans. The available space for different operations is reduced and work process shall be adapted and carried out differently. Sketch of a typical closing span Noted : C.S. means closing span 1.