BS 8221:2000 Code of practice for cleaning and surface repair of buildings
BS 8221-1:2000 Code of practice for cleaning and surface repair of buildings This standard provides guidance on removal or partial removal of deposits from the original surface or substrate of a building. Advice is given on the principal cleaning methods in use and the characteristics of surface deposits. Guidance is given on cleaning natural stones, clay brick, calcium silicate brick, glazed and unglazed terracotta/faience, and cast concrete and concrete products such as cast stone, concrete brick and concrete blockwork.
BS 8221-2:2000 Code of practice for cleaning and surface repair of buildings. Surface repair of natural stones, brick and terracotta
This British Standard provides recommendations for surface repair of natural stones, clay brick, calcium silicate brick, glazed and unglazed terracotta, and faience masonry in buildings. It covers repointing and selection of mortars, and provides guidance on treatment for protection of surfaces. Surface repairs of concrete and structural repairs are not covered by this code of practice. For guidance on structural repairs, reference should be made to BS 5390 and BS 5628-1.
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BS 8476:2007 Code of practice for the safe use of concrete pumps
BS 8476:2007 Code of practice for the safe use of concrete pumps
BS 8476:2997 gives recommendations for the safe use of concrete pumping and placing equipment. It is not applicable to plaster and screed pumps, nor applicable to the construction of the machinery, which is covered by BS EN 12001.
Contents
Foreword
1 Scope
2 Terms and definitions
3 Selection of personnel
4 Training and certification
5 Management of the concrete pumping operation
6 Selection of concrete pumps
7 Travelling to and from the site
8 Arrival on site and setting up the machine
9 During the pour
10 Work with delivery lines
11 Pumping special concretes
12 Cleaning out the machine and delivery lines
13 Leaving the site (lorry-mounted concrete pumps)
14 Personal protective equipment
15 Concrete pump examination and testing
16 Maintenance
Annexes
Annex A (normative) Recommended signals
Annex B (normative) Inspection of delivery lines
Annex C (informative) Pipeline wall thickness pressure – Maintenance card
Bibliography
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Journal of Constructional Steel Research
Volume 58, Issue 1, January 2002, Pages 21-70
Abstract
Introduced in this paper are (1) some computer programs for static/dynamic elasto–plastic
finite displacement analyses used in designing steel bridge structures, (2) the ultimate strength
and design methods of steel plates, stiffened plates and columns made of high strength steel
subjected to compression, (3) seismic design and retrofitting methods of new and existing steel
bridge piers after the Hyogo-ken Nambu Earthquake, and (4) friction type joints and tension
type joints with high strength bolts and development of high performance high strength bolts
in Japan. These are some topics which the authors are concerned with among new technologies
of steel bridges under development in Japan, such as development of high performance steel,
new fiber materials, new types of bridges, performance based design methods, seismic design
method against earthquakes of level 2 like the Hyogo-ken Nambu Earthquake, and bridge
management system. 2002 Elsevier Science Ltd. All rights reserved.
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State-of-the-Art Paper: Triaxial Testing of Saturated Cohesive Soils
Authors:Germaine, JT; Ladd, CC
Pages: 39 Published: Jan 1988
Source: STP977-EB
Paper ID: STP29091S
Committee/Subcommittee: D18.05
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Authors:
Silvestri, V
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Soulié, M
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Touchan, Z
Professor, professor, and graduate research assistant, Civil Engineering Department, École Polytechnique, Montreal,Quebec
Fay, B
Chief, Soil Mechanics Laboratories, École Polytechnique, Montreal,Quebec
Pages: 17
Published: Jan 1988
Source: STP977-EB
Paper ID: STP29084S
Committee/Subcommittee: D18.05
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State-of-the-Art Paper: Some Recent Developments in Triaxial Testing Systems for Cohesionless Soils
Author:
Tatsuoka, F
Associate professor, Institute of Industrial Science, University of Tokyo, Tokyo,
Pages: 61 Published: Jan 1988
Source: STP977-EB
Paper ID: STP29068S
Committee/Subcommittee: D18.05
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State-of-the-Art Paper: A Reevaluation of Conventional Triaxial Test Methods
Authors:
Baldi, G
Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, ISMES, Bergamo,
Hight, DW
PrincipalVisiting Research Fellow, Geotechnical Consulting Group, LondonImperial College, London,
Thomas, GE
Head of the Soil Mechanics Laboratory and engineer, Soil Mechanics Laboratory, ISMES, Bergamo,
Pages: 45
Published: Jan 1988
Source: STP977-EB
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State-of-the-Art Paper: Triaxial Testing Methods for Soils
Authors:
Lacasse, S (Research engineer and head of laboratory, Norwegian Geotechnical Institute, Oslo),
Berre, T (Research engineer and head of laboratory, Norwegian Geotechnical Institute, Oslo)
Pages: 26
Published: Jan 1988
Source: STP977-EB
Paper ID: STP29081S
Committee/Subcommittee: D18.05
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Spreadsheet program written in MS-Excel for the purpose of seismic loading analysis for buildings and various nonbuilding structures, as well as architectural, mechanical, and electrical components per the IBC 2003 and ASCE 7-02 Codes.
Specifically, the total base seismic shear for buildings and nonbuilding structures is calculated. For Multi-Level Buildings, the vertical distribution of the total seismic shear is also determined, and a drift analysis can also be performed.. The seismic restraint force for various components is also calculated.
- Seismic base shear for single-level buildings
- Seismic base shear and vertical shear distribution for multi-level buildings
- Seismic story drift analysis for multi-level buildings
- Seismic base shear and overturning moment for vertical tanks and vessels
- Seismic base shear and overturning moment for nonbuilding structures
- Seismic force for architectural components
- Seismic force for mechanical and electrical components
- 1996 NEHRP (USGS) maps for 0.2 sec. spectral acceleration with 2% P.E.
- 1996 NEHRP (USGS) maps for 1.0 sec. spectral acceleration with 2% P.E.
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