Design for construction(SCI Publication 178) .pdf
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1、CIM steel The Eureka project EU130 “CIMsteel“ is a visionary, Europe-wide collaboration. It will place the European constructional steelwork sector in a leading position to compete with both overseas steel construction industries and alternative construction materials. Improved integration will be a
2、chieved by developing methods for “Computer Integrated Manufacturing for Constructional Steelwork“. These will streamline the process of integrating the life-cycle of structural steelwork projects, encompassing design, analysis, detailing, fabrication and erection. The ClMsteel Vision is: Faster des
3、ign, manufacture and construction Improved, cheaper steelwork structures Unlocking potential for growth in the steelwork market Improved competitiveness in the world market The ClMsteel project will turn an insular craft industry, made up of many small and medium sized companies into a state-of-the-
4、art integrated manufacturing industry. More than forty two organisations from eight European countries are collaborating to research and develop advanced but easy to use standards, methods and software to improve the effectiveness and competitiveness of the steelwork sector of the construction indus
5、try. European countries taking part in this venture include: Austria Sweden Denmark Italy Finland The Netherlands France United Kingdom This phase of the ClMsteel project in the United Kingdom has fourteen collaborating organisations and receives support from the Department of Trade and Industry. Ta
6、ylor Woodrow Construction Holdings Ltd is the lead organisation. The Steel Construction Institute is the publisher for the ClMsteel documents. SCI PUBLICATION 178 Design for Construction Published by: The Steel Construction Institute Silwood Park, Ascot Berkshire SL5 7QN Telephone: 01 344 23345 Fax:
7、 01344 22944 1997 The Steel Construction Institute Apart from any fair dealing for the purposes of research or private study or criticism or review, as permitted under the Copyright Designs and Patents Act, 1988, this publication may not be reproduced, stored, or transmitted, in any form or by any m
8、eans, without the prior permission in writing of the publishers, or in the case of reprographic reproduction only in accordance with the terms of the licences issued by the UK Copyright Licensing Agency, or in accordance with the terms of licences issued by the appropriate Reproduction Rights Organi
9、sation outside the UK. Enquiries concerning reproduction outside the terms stated here should be sent to the publishers, The Steel Construction Institute, at the address given on the title page. Although care has been taken to ensure, to the best of our knowledge, that all data and information conta
10、ined herein are accurate to the extent that they relate to either matters of fact or accepted practice or matters of opinion at the time of publication, The Steel Construction Institute, the authors and the reviewers assume no responsibility for any errors in or misinterpretations of such data and/o
11、r information or any loss or damage arising from or related to their use. Publications supplied to the Members of the Institute at a discount are not for resale by them. Publication Number: SCI-P- 178 ISBN 1 85942 048 6 British Library Cataloguing-in-Publication Data. A catalogue record for this boo
12、k is available from the British Library. ii FOREWORD This guide, produced as part of the Eureka CIMsteel project, is a companion document to the Design for Manufacture Guidelines produced under phase 1 of the project. It was written by a collaborative group which included fabricators, consulting eng
13、ineers, research organisations and academics. The general aim of the document is to raise awareness of the effects that basic design decisions can have on the overall buildability and cost of a building. The right decisions can help to reduce conflict in the design and construction process, and redu
14、ce the likelihood of expensive remedial work. The document is primarily intended for use by practising engineers and engineering students, but also has relevance to quantity surveyors, architects, estimators and fabricators, i.e. the various parties associated with steel construction. Its scope is t
15、herefore limited to the steel frame itself, and those components which interface directly with the frame. Furthermore, its focus is modern commercial and industrial buildings. Principal authors (*) and other collaborators involved in this project were: David Brown* The Steel Construction Institute D
16、r Graham Couchman* The Steel Construction Institute Kim Dando Glosford MCL Ltd Charles Fowler The University of Reading Colin Gray The University of Reading Alistair Hughes Ove Arup shorter programmes, reduced uncertainty and overall cost savings can be achieved. In planning the design to best satis
17、fy the clients needs in terms of the building required, its cost, and the available timescale, it is essential to consider construction. By doing so it will be possible to produce a design that facilitates construction. Such an approach is sometimes called construction led design. The following aspe
18、cts of the project are affected by this approach: basic design decisions (without violating other constraints) flow of information at the design and construction stages sequencing of work both on and off-site. It should be noted that the consideration by the designer of how his design could be put i
19、nto practice is also a requirement of the CDM regulations (2) , since such consideration facilitates safe construction (see Section 5). 2.2 General principles When planning for construction, a designer should follow the five principles given below: carry out a thorough investigation plan for essenti
20、al site production requirements plan for a practical sequence plan for simplicity of assembly plan for logical trade sequences. These principles are taken from CIRIA guide SP26 (3) , selecting those specifically relating to planning from a general list. Their relevance to the design of steelwork is
21、highlighted in the Sections that follow. 2.2.1 Thorough investigation A thorough and complete investigation of the site is needed before commencement of design, and the information obtained must be clearly presented. This is an essential starting point for avoiding costly modifications at a later da
22、te. The investigation should provide the designer with information concerning the following: ground conditions ground levels access to and throughout the site particulars of adjacent structures affecting or affected by the works 3 PREVIOUS PAGE IS BLANK special environmental conditions details of un
23、derground services, overhead cables and site obstructions provision of hard standing for cranes and access equipment, as this may influence the plant that can be used for erection. 2.2.2 Site production requirements The layout of a building or buildings on site should wherever possible recognise the
24、 requirements of site access, material handling and construction sequences. Access to and around the site may impose limitations on the size of members that can be used. These limitations may, in some cases, dictate the whole philosophy of the frame design. For example, a design which utilises a tru
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