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BS EN 12889:2022 – TC

$258.95

Tracked Changes. Trenchless construction and testing of drains and sewers

Published By Publication Date Number of Pages
BSI 2022 128
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This document is applicable to the trenchless construction, trenchless replacement techniques and testing of new drains and new sewers in the ground and usually operating as gravity or pressure pipelines, formed using prefabricated pipes and their joints. Renovation techniques for existing pressure and non-pressure systems are not covered by this document. Methods of trenchless construction include: – manned and unmanned techniques; – steerable and non-steerable techniques. NOTE 1 Mining or tunnelling techniques for permanent structures (e.g. in situ construction or the use of prefabricated segments) are not covered by this document although some parts can apply to these methods. NOTE 2 Trenchless insertion using a pipe plough system is a common method for installing small pipes and cables. The method does not exactly cope with the scope of this document. Therefore, it is described in the informative Annex D. Requirements for associated pipeline installation work other than trenchless construction, e.g. for manholes and inspection chambers, are not covered by this document and are specified in EN 1610. This also applies to pipes that are subsequently installed within entry and exit shafts/pits.

PDF Catalog

PDF Pages PDF Title
74 undefined
79 1 Scope
2 Normative references
3 Terms and definitions
81 4 General
4.1 Technical principles
4.2 Safeguarding design decisions
82 5 Construction components and materials
5.1 General
5.2 Pipes and joints
5.3 Manholes and inspection chambers
5.4 Delivery, handling and transportation on site
5.5 Storage
83 5.6 Other materials
6 Techniques
6.1 Classification
85 6.2 Unmanned techniques
6.2.1 General
6.2.2 Non-steerable techniques
6.2.2.1 General
6.2.2.2 Soil displacement techniques
89 6.2.2.3 Soil removal techniques
92 6.2.3 Steerable techniques
6.2.3.1 Microtunnelling
95 6.2.3.2 Pilot pipe jacking
97 6.2.3.3 Directional drilling (also called HDD – Horizontal directional drilling)
6.3 Manned techniques
6.3.1 General
98 6.3.2 Non-steerable techniques
6.3.3 Steerable techniques
6.3.3.1 General
6.3.3.2 Shield (open) with partial working face excavation, with or without supporting slope, with or without mechanical support
99 6.3.3.3 Shield (open) with partial working face excavation, with or without supporting slope, with or without mechanical support under compressed air
100 6.3.3.4 Shield (open) with cutting wheel, with or without mechanical support, under or not under compressed air
101 6.3.3.5 Shield (closed) with full face excavation and fluid support and compressed air (Mixshield)
102 6.3.3.6 Shield (closed) with full face excavation and earth pressure balance (EPB shield)
6.3.4 Other manned techniques
6.3.4.1 General
6.3.4.2 Heading
103 7 Requirements of planning and construction
7.1 General
7.2 Basic evaluation, design and construction planning
7.2.1 General
104 7.2.2 Survey of existing structures and systems
105 7.2.3 Ground and groundwater
107 7.2.4 Minimum clear dimensions
7.2.5 Subsidence, heaves, cover
7.2.6 Layout of the line
7.2.7 Tolerances
7.2.8 Starting, intermediate and target pits
108 7.2.9 Working face support
7.2.10 Additional measures in water bearing ground
7.2.11 Obstacles
7.2.12 Soil conditioning
109 7.2.13 Structural calculation
7.2.14 Construction site arrangement
7.3 Work preparation and construction
7.3.1 General
110 7.3.2 Starting, intermediate and target pits
7.3.3 Exit and entry processes
7.3.4 Static calculation of launch and reception shafts
7.3.5 Overcut
7.3.6 Recording and logging of jacking parameters
111 7.3.7 Support of the working face
7.3.8 Lubricant and supporting medium
7.4 Avoidance of damage
112 8 Inspection and testing of pipelines after installation
8.1 General
8.2 Visual inspection
8.3 Leaktightness
9 Qualifications
113 Annex A (informative)Additional information about the different systems
123 Annex B (informative)Guide to typical ranges of application regarding diameters and lengths in suitable soil
125 Annex C (informative)Guide to typical ranges of application for selected trenchless techniques regarding diameters and lengths in suitable soils
126 Annex D (informative)Trenchless insertion using a pipe plough system
BS EN 12889:2022 - TC
$258.95