1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 12063:1999 ICS 93.0
2、20 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Execution of special geotechnical work Sheet pile wallsThis British Standard, having been prepared under the direction of the Sector Committee for Building and Civil Engineering, was published under the authority of the Standa
3、rds Committee and comes into effect on 15 August 1999 BSI 08-1999 ISBN 0 580 32288 2 BS EN 12063:1999 Amendments issued since publication Amd. No. Date Comments National foreword This British Standard is the English language version of EN 12063:1999. The UK participation in its preparation was entru
4、sted to Technical Committee B/526, Geotechnics, which has the responsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and Eur
5、opean developments and promulgate them in the UK. A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Stan
6、dards Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible
7、for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 55 and a back cover.CEN European Committee for Standardization Com
8、ite Europe en de Normalisation Europa isches Komitee fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1999 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12063:1999 E EUROPEAN STANDARD EN 12063 NORME EUROPE EN
9、NE EUROPA ISCHE NORM February 1999 ICS 93.020 Descriptors: soils, construction, structures, sheet pilings, definitions, informations, wood, steels, welding, design, setting-up conditions, thrust boring, anchorages, tests, inspection English version Execution of special geotechnical work Sheet pile w
10、alls Exe cution de travaux ge otechniques spe ciaux Rideaux de palplanches Ausfu hrung von besonderen geotechnischen Arbeiten (Spezialtiefbau) Spundwandkonstruktionen This European Standard was approved by CEN on 9 January 1999. CEN members are bound to comply with the CEN/CENELEC Internal Regulatio
11、ns which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This Europe
12、an Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the nation
13、al standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.Page 2 EN 12063:1999 BSI 08-1999 Foreword This European Standard has been prepared by
14、Technical Committee CEN/TC 288, Execution of special geotechnical works, the Secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 1999, and conflicting nat
15、ional standards shall be withdrawn at the latest by August 1999. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Gree
16、ce, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. The present standard expands on design only when necessary, but provides full coverage of the execution and supervision requirements for sheet pile wall structures. It has been
17、drafted on the basis of existing Codes of Practice and general available expertise which can be found in specialized literature. Contents Page Foreword 2 1 Scope 3 2 Normative references 3 3 Definitions 3 4 Information needed for the execution of sheet pile walls 8 4.1 General 8 4.2 Specific 8 5 Sit
18、e investigations 9 5.1 Soils and rock investigation 9 5.2 Driveability of sheet piles 9 6 Materials and products 9 6.1 Steel sheet piles 9 6.2 Timber sheet piles 9 6.3 Other materials and products 9 6.4 Corrosion protection for steel sheet piles and preservation of wooden sheet piles 9 6.5 Sealings
19、for interlocks 9 7 Design considerations 9 7.1 General 9 7.2 Selection of sheet pile 9 Page 7.3 Other structural elements 10 7.4 Sequence of execution 10 7.5 Specific design considerations 10 8 Execution of sheet pile wall structures 11 8.1 General 11 8.2 Site preparation 11 8.3 Storage and handling
20、 of the sheet piles 11 8.4 Welding and cutting of steel elements 11 8.5 Driving of the sheet piles 23 8.6 Tolerances regarding plan position and verticality 24 8.7 Corrections of sheet pile position during driving 25 8.8 Installation of anchorages 25 8.9 Walings and struts 25 8.10 Excavation, fillin
21、g, drainage and de-watering 26 8.11 Extraction of sheet piles 26 8.12 Rock dowels and anchor bolts 26 8.13 Sealing 26 9 Supervision, testing and monitoring 28 9.1 Supervision 28 9.2 Testing 28 9.3 Monitoring 28 10 Site records 29 10.1 Records in connection with the execution 29 10.2 Records at compl
22、etion of the execution works 29 11 Special requirements 29 11.1 Safety 29 11.2 Impact on the surrounding buildings and installations 29 11.3 Noise hindrance 29 11.4 Permeability of sheet pile walls 29 Annex A (informative) Handling and storage of sheet piles 30 Annex B (informative) Welding of sheet
23、 piles 37 Annex C (informative) Driving of sheet piles 46 Annex D (informative) Installation and driving assistance 46 Annex E (informative) Watertightness of interlock sealings 48 Annex F (informative) Timber sheet piles and walings 50 Annex G (informative) Bibliography 55Page 3 EN 12063:1999 BSI 0
24、8-1999 1 Scope This standard specifies requirements, recommendations and information concerning the execution of permanent or temporary sheet pile wall structures in accordance with 2.4 of ENV 1991-1:1994 and the handling of equipment and materials. It does not give requirements and recommendations
25、for the installation of specific parts of the structure such as ground anchorages and piles which are covered by other codes. It applies only to steel sheet pile walls, combined walls and wooden sheet pile walls. Composite structures such as Berliner walls and sheet pile walls in combination with sh
26、otcrete, are not the subject of this standard. 2 Normative references This standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated referenc
27、es, subsequent amendments to or revisions of any of these publications apply to this standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies. EN 287-1:1992 + A1:1997, Approval testing of welders Fusion welding P
28、art 1: Steels. EN 288-2:1992 + A1:1997, Specification and approval of welding procedures for metallic materials Part 2: Welding procedures specification for arc welding. EN 288-3:1992 + A1:1997, Specification and approval of welding procedures for metallic materials Part 3: Welding procedure tests f
29、or the arc welding of steels. EN 499:1994, Welding consumables Covered electrodes for manual metal-arc welding of non-alloy and fine grain steels Classification. EN 996:1995, Piling equipment Safety requirements. prEN 1537, Execution of special geotechnical work Ground anchors. ENV 1991-1:1994, Euro
30、code 1: Basis of design and actions on structures Part 1: Basis of design. ENV 1992-1-1:1994, Eurocode 2: Design of concrete structures Part 1-1: General rules and rules and rules for buildings. ENV 1993-1-1:1994, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings
31、. ENV 1993-5:1998, Eurocode 3: Design of steel structures Part 5: Piling. ENV 1997-1:1994, Eurocode 7: Geotechnical design Part 1: General rules. EN 10020:1988, Definitions and classification of grades of steel. EN 10079:1992, Definition of steel products. EN 10219-1:1997, Cold formed structural wel
32、ded hollow sections of non-alloy and fine grain steels Part 1: Technical delivery requirements. EN 10219-2:1997, Cold formed welded structural hollow sections of non-alloy and fine grain steels Part 2: Tolerances, dimensions and sectional properties. EN 10248-1:1995, Hot rolled sheet piling of non-a
33、lloy steels Part 1: Technical delivery conditions. EN 10248-2:1995, Hot rolled sheet piling of non-alloy steels Part 2: Tolerances on shape and dimensions. EN 10249-1:1995, Cold formed sheet piling of non-alloy steels Part 1: Technical delivery conditions. EN 10249-2:1995, Cold formed sheet piling o
34、f non-alloy steels Part 2: Tolerances on shape and dimensions. EN 24063:1992, Welding, brazing, braze welding and soldering of metals Nomenclature of processes and reference number for symbolic representation on drawings. (ISO 4063:1990) EN 25817:1992, Arc-welded joints in steel Guidance on quality
35、levels for imperfections. (ISO 5817:1992) EN 29692:1994, Metal-arc welding with covered electrode, gas-shielded metal-arc welding and gas welding Joint preparations for steel. (ISO 9692:1992) ISO 1106-1:1984, Recommended practice for radiographic examination of fusion welded joints Part 1: Fusion we
36、lded butt-joints in steel plates up to 50 mm thick. 3 Definitions For the purposes of this standard, the following definitions apply. 3.1 anchorage anchoring system for the sheet pile wall, for example anchor plates or anchor walls including the connecting rods (tie rods), screw anchors, ground and
37、rock anchors, driven ground anchors, anchoring piles and anchors with grouted or expanded bodies 3.2 auxiliary structures all structures necessary for the proper and safe execution of the sheet piling works 3.3 bracing a system of walings and struts to support the structure 3.4 combined wall retaini
38、ng wall composed of primary and secondary elements. The primary elements can be steel tubes, beams, or box piles. The secondary elements are normally U or Z-shaped steel sheet piles. Figure 1 shows examples of combined wallsPage 4 EN 12063:1999 BSI 08-1999 3.5 comparable experience documented, or ot
39、her clearly established information related to the ground and installation conditions, involving similar types of soil and rock and for which similar behaviour is expected. Information gained locally is considered to be particularly relevant 3.6 cushion material, fitted into a recess in the driving
40、cap, which smoothes the impact force of the falling hammer on the driving cap and on the head of the sheet pile (see Figure 2) 3.7 de-clutching disconnection of the interlock during sheet pile driving 3.8 de-clutching detector instrument for determining whether or not the interlocks of adjacent shee
41、t piles are fully engaged during driving 3.9 driving cap device, placed on the top of the sheet pile which transmits the blow of the hammer evenly, thereby preventing damage of the sheet pile head (see Figure 2) 3.10 driving any method of installing the sheet piles to the required depth 3.11 driving
42、 method method of driving such as panel driving, pitch and drive, staggered driving by means of impact, vibration pressing or by a combination of these 3.12 driving assistance method to reduce the penetration resistance during driving, such as jetting or pre-augering 3.13 fish plate, splice plate st
43、eel plate which joins two lengths of sheet pile together (see Figure B.2) 3.14 guide frame frame consisting of one or more stiff guide beams, normally of steel or wood, to position and maintain the alignment of sheet piles during pitching and driving 3.15 hammer part of piling equipment for driving
44、sheet piles by percussion impact 3.16 leader beam or similar, attached to the driving rig to lead the sheet pile and the hammer (or the vibrator) during driving (see Figures 2, 3 and 5 ) 3.17 leader slide guiding device connecting the drive cap and/or the hammer to the leader (see Figures 2 and 3) 3
45、.18 leading system whole system to guide the sheet pile and the hammer (or the vibrator) during driving (see Figure 3) 3.19 rock dowel rod protruding from the toe of the sheet pile, used for fixing sheet piles to the bed-rock (see Figure 13) 3.20 screw anchor rod with a screw blade at the end, which
46、 is rotated into the natural ground behind the sheet piles to provide an anchorage 3.21 shackle device for lifting sheet piles from the ground and placing them in the vertical position (see Figure A.7) 3.22 sheet pile individual element of a sheet pile wall (single, double or multiple sheet pile) 3.
47、23 sheet pile wall screen of sheet piles which forms a continuous wall. For steel sheet piles continuity is provided by interlocking of the joints, fitting of longitudinal grooves or by means of special connectors and for timber sheet piles, by tongue and groove 3.24 sheet pile wall structure struct
48、ure, consisting of sheet piles, soil and rock, anchorages, bracings and walings, which retains ground and water. The elements are shown in Figure 4 3.25 site inspection inspection of the construction site and its surroundingsPage 5 EN 12063:1999 BSI 08-1999 Legend a tubes + sheet piles b U-box piles
49、 + U-sheet piles c Z-box piles + Z-sheet piles d H-beams + Z-sheet piles Figure 1 Examples of combined walls 3.26 site investigation geotechnical investigations on and near the construction site 3.27 slippage relative longitudinal displacement between the interlocks of adjacent sheet piles 3.28 strut long compression member, usually of steel, wood or reinforced concrete, for the support of the sheet pile walls and normally connected to the walings 3.29 template specific type of guide frame, used for p
