Sheet piling wall can be optimized significantly with effective anchorage tie back system thus reducing project cost. Tie rod has been found effectively in load transfer for anchoring of sheet piling works with various types of connections and retaining wall layout. Parallel to our business philosophy, we provide complete tie back system for full force transfer to all components and connections. Thus ensuring the following aspects are critical: Quality Tie Rod scheme Quality Product Quality Execution To meet various tie back requirement in heavy wharf structure, jetty, double skin wall and deep excavation, we are able to provide the following types of tie rod: Upset end forged bar Continuous thread bar Upset End Forged Bar While round steel bar was proven to be effective anchoring member, it also has its weakness at the critical load transfer area (threaded area). As an effective tie rod system, both ends of tie rod are upset with controlled forging process. This means no reduction of steel at threaded area. This implies weight saving and ease of handling, thus giving lower tie rod cost. We are able to supply standard forged bar range from 40mm to 120mm diameter and steel grade from 355 MPa to 550 MPa. Higher diameter, steel grade and special connections to meet every jobsites needs are available upon request. Continuous Threaded Bar Made by advanced hot rolled threading onto surface of bar and extensive R&D and certification to ensure full load transfer at any point of bar length; this type of bar has proven to be effective in permanent and temporary work. We can offer continuous threaded bar at optimized length as the bar can be connected at any point of main bar shaft body, as well as cut and joint for adjustment at site. Steel grade up to 550 MPa can be supplied.