EN 996:1995+A3:2009 Piling equipment - Safety requirements
1.1 This standard specifies safety requirements for piling equipment suitable for the following purposes:
a) Construction of foundations, slurry walls or retaining walls, using piles or other longitudinal elements;
b) Removal of piles;
c) Installation of drain or injection elements.
The pile material can be timber, concrete (precast or cast in situ) or steel (tubes or rolled sections). Additionally, piles may have an interlocking feature to enable adjacent piles to be joined together.
1.2 This European standard deals with all significant hazards pertinent to piling equipment, when they are used as intended and under the conditions foreseen by the manufacturer (see annex A) associated with the following:
- Transport of equipment;
- Rigging and dismantling of equipment;
- Equipment in service and out of service;
- Moving of equipment between pile positions;
- Storage of equipment.
This European Standard specifies the appropriate technical measures to eliminate or reduce risks arising from the significant hazards.
1.3 Piling equipment includes:
a) Piling rig consisting of carrier machine (crawler, wheel or rail mounted, floating), leader attachment, leader or other guiding systems, e.g. direct mounted, boom supported, swinging, guide cage or free riding;
b) Pile installation and extraction equipment, e.g. impact hammers, extractors, vibrators or static pile pushing/pulling devices;
c) Accessories, e.g. pile caps, helmets, plates, followers, clamping devices, pile handling devices, pile guides, acoustic shrouds and shock/vibration absorbing devices, power packs/generators and personnel lifts or platforms.
1.4 In addition, this standard applies to diaphragm walling rigs. Additionally, the particular requirements which apply to diaphragm walling equipment are given in normative annex C.
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Slope Stability and Stabilization Methods
Lee W. Abramson (Author), Thomas S. Lee (Author), Sunil Sharma (Author), Glenn M. Boyce
# Hardcover: 736 pages
# Publisher: Wiley; 2 edition (Oct 18 2001)
# Language: English
# ISBN-10: 0471384933
# ISBN-13: 978-0471384939
Product Description
A major revision of the comprehensive text/reference
Written by world-leading geotechnical engineers who share almost 100 years of combined experience, Slope Stability and Stabilization, Second Edition assembles the background information, theory, analytical methods, design and construction approaches, and practical examples necessary to carry out a complete slope stability project.
Retaining the best features of the previous edition, this new book has been completely updated to address the latest trends and methodology in the field. Features include:
* All-new chapters on shallow failures and stability of landfill slopes
* New material on probabilistic stability analysis, cost analysis of stabilization alternatives, and state-of-the-art techniques in time-domain reflectometry to help engineers plan and model new designs
* Tested and FHA-approved procedures for the geotechnical stage of highway, tunnel, and bridge projects
* Sound guidance for geotechnical stage design and planning for virtually all types of construction projects
Slope Stability and Stabilization, Second Edition is filled with current and comprehensive information, making it one of the best resources available on the subject-and an essential reference for today's and tomorrow's professionals in geology, geotechnical engineering, soil science, and landscape architecture.
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First published March 2008
CCAA T59
The information provided in this publication is intended for general guidance only and in no way replaces the services of professional consultants on particular projects. No liability can therefore be accepted by Cement Concrete & Aggregates Australia for its use.
Design and layout Helen Rix Design technical Illustrat ion TechMedia Publishing Pty Ltd
ISBN 978-1-877023-24-8
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Sound Control in Buildings: A Guide to Part E of the Building Regulations
M. W. Simons, J. R. Waters
ISBN: 978-1-4051-1883-5
Paperback
184 pages
January 2004, Wiley-Blackwell
Description
Unwanted noise can be a significant nuisance in buildings, particularly dwellings. Part E of the Building Regulations for England and Wales has therefore introduced substantially improved standards for noise control and stringent new requirements for the testing of completed buildings.
This new book explains the regulations in detail and provides recommendations for good design and construction. It explains those aspects of sound transmission necessary for an understanding of Part E of the Regulations.
Table of contents:
Introduction and background to the regulations; Sound absorption and room acoustics; The principles of airborne sound insulation; The principles of impact sound insulation; Part 2 Approved document E performance requirements; Measurement procedures; Separating walls and their flanking constructions - new buildings; Separating floors and their flanking constructions - new buildings; Dwelling houses and flats formed by material change of use; Internal walls and floors for new buildings; Rooms for residential purposes; Reverberation in common parts of buildings.
Hallmark features:
* Unwanted noise a major problem for domestic property
* Tough new requirements for sound control introduced by new Building Regulations from July 2003
* New testing requirements may mean expensive remedial work for dwellings not up to standard
* This book explains the new regulations in detail and recommends good design and construction methods to ensure compliance
Reviews:
'An excellent accompaniment to professional accoustic consultants and an excellent basis of knowledge for house building industry professionals.'
Building Engineer, June 2004
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A full design example of a three span,single level parking structure T-beam example.
Presented by Professor Bijan O Aalami based on ACI 318-02 and IBC 2003.
Design steps:
1)Preliminary Steps:
a.Member thickness.
b.Cover to rebar and prestressing.
2)Computational Steps:
a.Geometry and structural system.
b.Material properties.
c.Loading.
d.Design parameters.
e.Actions due to dead and live loads.
f.Actions due to post-tensioning.
g.Stress check for serviceability.
h.Minimum passive reinforcement.
i.Strength calculation for bending.
j.Shear design.
k.Deflection check.
l.Stresses at transfer.
m.Tendon and reinforcement layout.
n.Computer solution.
Note: sorry again for my lack of skills in combining multiple pictures into a Pdf,I would greatly appreciate it if someone recommends Me how to do it on my profile comments.
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WinZip 15 introduces a powerful new architecture for increased zipping performance, a streamlined user interface with an innovative, new desktop gadget that makes WinZip even easier to use, major file sharing enhancements, and much more. With this unparalleled functionality and usability, no wonder WinZip is far and away the world’s #1 utility for file compression, encryption, sharing, and data backup.
Performance Architecture
To expand on WinZip’s state-of-the art technology, WinZip 15 incorporates a new architecture designed to enable significant advancements in zipping performance. Enhancements will plug into this framework, dramatically increasing the speed of compression and encryption operations and considerably reducing the time it takes to zip large files and/or large groups of files.
Usability Breakthrough
In addition to evolutions in user interface design, WinZip 15 introduces a revolution in file compression and file sharing with its groundbreaking desktop gadget. This innovative tool is your express portal for key zipping tasks. Now you can zip, unzip, and email files without opening the WinZip application—simply drag files onto the appropriate WinZip Desktop Gadget tab for instant compression, decompression and email capabilities.
Enhanced File Sharing
With a few easy clicks, WinZip 15 lets you zip and encrypt a set of files as an email attachment, compose an accompanying message, and send the email instantly—all directly from the WinZip window, without opening your email application! The result? You save time and unnecessary steps while ensuring that the files you share are smaller, safer, and more manageable.
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BS 8204-1:2003 Screeds, bases and in situ floorings. Concrete bases and cementitious levelling screeds to receive floorings. Code of practice
BS 8204-1:2003+Amendment 1:2009 Screeds, bases and in situ floorings. Concrete bases and cementitious levelling screeds to receive floorings. Code of practice
BS 8204-1 gives recommendations for the design and laying of concrete bases and cementitious levelling screeds to receive in situ floorings. It also gives recommendations for constituent materials, design, work on site, inspection and testing of concrete bases that are to receive in situ wearing screeds.
BS 8204-1 covers the following types of materials:
a) Concrete (see BS 8204-2)
b) Polymer modified cement (see BS 8204-3)
c) Terrazzo (see BS 8204-4)
d) Mastic asphalt (see BS 8204-5)
e) Synthetic resin (see BS 8204-6)
f) Magnesium oxychloride
g) Pumpable self-smoothing screeds (see BS 8204-7)
BS 8204-1includes information on bases and levelling screeds that are to receive flexible floor coverings such as:
h) Textiles
i) Linoleum
j) Polyvinyl chloride
k) Rubber
l) Cork
It also includes rigid floorings such as:
m) Wood block and strip
n) Laminate floor coverings
o) Ceramic tiles
p) Natural stone.
BS 8204-1 applies to ground-supported and suspended concrete floor bases. It includes the use of concrete and levelling screeds made with lightweight aggregates conforming to BS EN 13055-1. Recommended methods for the assessment of levels and surface regularity and for the determination of in situ crushing resistance (soundness) are also given in this standard.
BS 8204-1 does not provide guidance on the structural design or related construction of concrete ground-supported floors or suspended slabs. Information on these aspects is given in BS 8110-1. The specification of concrete for base slabs is given in BS 8500-2. The recommendations in this code of practice relate to those other aspects of design and construction of concrete slabs that affect the performance of the overlying levelling or wearing screed.
This standard has been amended to include updates made to other cement and aggregate standards.
Contents of BS 8204-1:
Foreword
Scope
Normative references
Terms and definitions
Exchange of information and time schedule
Materials
Design considerations
Work on site
Inspection and testing of bases and levelling screeds
Annex A (normative) Recommendations for the use of lightweight aggregates in concrete bases and levelling screeds
Annex B (informative) Guidance for specifying fine aggregates for cementitious levelling screeds: comparison of the grading and fines content of aggregates in BS EN 13139 with established UK practice
Annex C (normative) Methods for the assessment of levels and surface regularity
Annex D (normative) Method for the determination of in situ crushing resistance of bonded and unbonded levelling screeds
Annex E (normative) Determination of in situ crushing resistance of floating levelling screeds
Annex F (normative) Curing recommendations for different cement types
Bibliography
Figures
Tables
BS 8204-2:2003 Screeds, bases and in situ floorings. Concrete wearing surfaces. Code of practice
BS 8204-2:2003+Amendment 1:2009 Screeds, bases and in situ floorings. Concrete wearing surfaces. Code of practice
BS 8204-2 gives recommendations for constituent materials, design, work on site, inspection and testing of in situ concrete direct finished base slabs. It applies to concrete as the wearing surface and wearing screeds (formerly known as high strength concrete toppings and granolithic toppings). It applies to both ground-supported floors and suspended floors.
BS 8204-2 does not provide guidance on the structural design of ground-supported or suspended floors. Information on this aspect is given in BS 8110-1.
The recommendations in this code of practice relate to those other aspects of the design of concrete floors that affect the performance of their wearing surfaces.
This standard has been amended to include updates made to other cement and aggregate standards.
Contents of BS 8204-2:
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Exchange of information and time schedule
5 Materials
6 Design considerations: performance requirements
7 Design considerations: general
8 Design considerations: direct finished slabs
9 Design considerations: wearing screeds
10 Work on site: general
11 Work on site: wearing screeds
12 Inspection and testing of wearing surfaces
13 Maintenance
Annex A (normative) Methods for assessing levels and surface regularity
Annex B (normative) Curing recommendations for different cement types
Bibliography
List of figures
List of tables
BS 8204-3:2004 Screeds, bases and in situ floorings. Polymer modified cementitious levelling screeds and wearing screeds. Code of practice
BS 8204-3:2004+Amendment 1:2009 Screeds, bases and in situ floorings. Polymer modified cementitious levelling screeds and wearing screeds. Code of practice
BS 8204-3 gives recommendations for the design and installation of trowel finished polymer modified cementitious levelling screeds and wearing screeds. It applies where the proportion of polymer solids based on the mass of dry cement is at least 4 %, as bonded screeds applied to direct finished concrete slabs, fine concrete screeds and to existing concrete floors within buildings.
BS 8204-3 does not apply to unbonded screeds, floating screeds, pumpable self-smoothing screeds, or those laid monolithically. It also does not apply to two-component aqueous thermosetting polymer dispersions.
This standard has been amended to include updates made to other cement and aggregate standards.
Contents of BS 8204-3:
Foreword
Scope
Normative references
Terms and definitions
Exchange of information and time schedule
Materials
Design
Preparation of concrete bases and fine concrete screeds
Work on site
Health and safety precautions
Inspection and testing of the screed
Maintenance
Bibliography
List of figures
List of tables
BS 8204-4:2004 Screeds, bases and in situ floorings. Cementitious terrazo wearing surfaces. Code of practice
This part of BS 8204 gives recommendations for the materials, design, work on site, inspection and testing,
and cleaning and maintenance for in situ cementitious terrazzo flooring. It is intended for terrazzo
contractors, specifiers, builders, designers and main contractors. It gives recommendations for in situ
terrazzo flooring applied as a wearing surface on a concrete base or screed.
NOTE This part of BS 8204 is intended to be read in conjunction with BS 8204-1.
:JC_cheers:
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