1-1 1: INTRODUCTION Formwork development has paralleled the growth of concrete construction from its earliest uses through its many applications today. As concrete has been used for increas- ingly complex and significant structural and architectural tasks, formwork engineers and contractors have had to keep pace. This concrete forming panel is made with Group 1 wood species throughout - the strongest. All other factors being equal, it will support the highest loads both along and across the panel. It is specifically designed for engineered applications and is recommended where face grain is parallel to supports. See Table 5 and 6 for load capacities. Formwork tables For standard load support Steel prop Height (m) Strength Standard from 2.50 to 5.00 Strength classes A to E Compliant with EN 1065 and NF P 93-221 standards Tables EN - April 2019 - PDF version - Photos: Alphi, Christian Rome, neWaru esigne in rance alphi.fr Push the table forward and release the tie back and at the same time adjust the center of gravity of the table. Step-9 Transfer the table to next floor by using tower crane and repeat from step-2.. Step-1: Assembling of Truss Table unit according to NFTT FWK shop drawings. Step-2: Transfer the whole unit in to the required This paper proposes a modified table formwork system (MTFS) that can improve construction productivity, reduce labour requirements, accelerate construction schedules, and significantly reduce The purpose of this document is to lay down the systematic procedures for the various activities required for FORM WORKS to ensure that all works are carried out in accordance with the approved shop drawings and contract specification. This method statement is a general outline for fabrication and use of formwork for the project. 6 999767002 - 10/2021 Introduction User Information Dokamatic table Transporting, stacking and storing The following symbols are used in this document: Observe all country-specific regulations applying to the handling of formwork and scaffolding. For system The in­no­va­tive­ly de­signed Dokamatic table is the fast way to form large ar­eas of slab. The sys­tem is op­ti­mised to give short forming-times, and copes well with vary­ing struc­tu­ral-de­sign and ge­o­met­ri­cal re­quire­ments. Save on man­hours and crane time: with the 'DoKart plus', the ta­bles can eas­i­ly be trav­elled to their next lo­ca­tion by just one (depending on tables size); when slab thickness exceed the 60cm, other than apply "intermediate" auxiliary props among Swivel Heads (with props to be chosen between 20 or 30 kN), tables can be combined with TF Alu-Prop or TF2 Load Bearing Towers, increasing noticeably the "whole" system loadability. 9781743617830 PDF 9781743617847 DOCX] Safe Work Australia Contact Information Phone 1300 551 832 | Email infoswa.gov.au | Web swa.gov.au This Guide provides information on designing, erecting, using and dismantling formwork. It is part of a series of guides for formwork and falsework that includes the: General guide for formwork and falsework Formwork Scaffolding Engineering P.O. Box 1264 89259 Weissenhorn Germany Tel +49 (0)73 09.9 50-0 info@peri.de peri.de Edition 08/2008 1 Which slab formwork system? 2 PERI Table Module VT versus UNIPORTAL Table PERI Table Module VT 4 The pre-assembled slab table 6 Dimensions, Transport, Infilling 8 Slab edge tables with safety guardrail The main causes of formwork failure are: 1. improper stripping and shore removal 2. inadequate bracing 3. vibr