Products

This article explains that "building scaffolding" and "construction scaffolding" describe the same families of temporary structures rather than different products. Building scaffolding generally refers to access platforms for facade, masonry, and finishing work, while construction scaffolding is the broader term covering access, support scaffolding (falsework), and shoring. It compares the two on typical purpose, load, common systems, safety focus, and design calculations, and advises choosing by project phase and load class, noting that systems like ringlock can serve both access and support when each configuration is properly designed and checked.

This article distinguishes access scaffolding, support scaffolding (falsework), and shoring, then compares ringlock, cuplock, frame, tube-and-coupler, and steel prop systems across connection design, load capacity, erection speed, and cost. It matches systems to residential, high-rise, bridge and tunnel, industrial, and heritage applications, and stresses comparing cost per use rather than purchase price, confirming hot-dip galvanizing, load class, and design documentation, and avoiding common selection mistakes. A seven-step checklist guides the final choice.

This article explains why pile caps need a steel cofferdam and compares the two main types: the bottomless box seated into the riverbed for low pile caps, and the with-bottom box hung from the pile foundation for high pile caps. It highlights the advantages of modular, container-shippable, reusable systems across multi-pier bridges, provides a decision checklist covering cap elevation, riverbed conditions, water depth, geometry, and turnover, and uses the Batang Saribas Bridge as a proof point, where steel formwork combined with a precast concrete bottom slab.

This article explains how to choose an aluminium formwork supplier, starting with the building structure and repeatability rather than price. It advises checking the alloy and temper, wall thickness, and welds; reviewing detailing drawings, clash checks, and structural calculations; and confirming production capacity, lead time, and trial assembly. It also emphasizes verifying certificates and traceability, comparing cost per pour rather than unit price, and securing on-site engineering support after delivery, with a short checklist to guide final selection.

This article covers Ringlock scaffolding in three steps: understanding the components, choosing the right load series, and using a procurement checklist. It explains the roles of standards, ledgers, diagonal braces, jack bases, rosettes, wedge pins, and connection heads; compares the M48 series for lighter access work with the M60 series for heavy-duty support; and emphasizes that final load capacity must come from engineering design. It also provides an eight-point checklist covering steel grade, surface treatment, series selection, component completeness, dimensions, compliance documentation, customization, and after-sales support.

This guide explains how to choose a formwork system using five key criteria: structure, cycle time, reuse, finish, and total installed cost. It compares GETO's main systems, including aluminium formwork, steel-framed timber formwork, tunnel formwork, single-side wall frameworks, automatic hydraulic climbing formwork, Quick-Deck, and adjustable aluminium column formwork, highlighting their typical applications, cycle times, reuse potential, and finishing quality. The article also stresses evaluating total installed cost per real cycle rather than panel price alone, and offers a structure-first decision framework for matching systems to project types.

This article explains how balanced cantilever construction builds long-span bridge superstructures by casting segments symmetrically outward from piers, eliminating the need for ground-supported falsework over deep water, rivers, or steep valleys. It describes the diamond-shaped balanced cantilever carriage, its front and rear sliding seats, and how the outer, bottom, and inner molds move together to preserve dimensional accuracy and shorten cycle times. The article also highlights GETO's use of the method on the Batang Saribas Bridge, casting a 425-ton prestressed segmental box girder as the key Segment #1.

This guide explains the four key factors in selecting a PPVC/MIC mould: K/R/H series geometry, manual versus hydraulic automation, dimensional tolerance, and production capacity. It describes each series and its suitable module type, compares manual and hydraulic systems, emphasizes precision and batch consistency, and uses project examples such as Yishun North Gaia, One Bernam, and Piermont Grand EC to show how capacity planning works in practice.