Product Range Sheet Pile Sections - Evans Piling
Product range sheet pile sectionsStatus: August 2012HOESCHSPUNDWAND UND PROFILA Member of Salzgitter Group
Contents3 A tradition of performance4-5 Product quality24-25 UNION straight-web sections6-7 Applications26-27 Steel piles8-9 Overview sheet pile sections28-29 Special services10-17 LARSSEN sections218-23 HOESCH sections30-31 Terms of delivery, steel grades, general information
A tradition of performanceHSP HOESCH Spundwand und ProfilGmbH is one of the leading suppliersof hot-rolled steel piles and shipbuilding sections worldwide.Since its joining of the Salzgitter Groupfrom June 2000 onwards, the shareholder has secured the company's technical lead through an extensive investment programme and considerablyextended the sheet piling programme.HSP – a company with traditionOur success is the result of our solid andreliable work. Our strengths lie in our highquality standards, because the way wesee it, sheet piling technology does notallow any compromises.We can refer to more than 100 years ofexperience with considerable pride. Wehave been able to continuously extend ourmarket position through intensive researchand development work over more than acentury, and to consolidate this in comparison with alternative construction methodsand products. Our numerous sheet pilingsolutions, section shapes and variationsare an impressive documentation of ourcreativity, flexibility and developmentexpertise as well as the reliable performance given by our products.Investment in the futureSheet piling technology is high-tech, andthe innovation cycles are becomingshorter and shorter. Thanks to considerable exertion in the improvement of production technology and to continuousproduct development, we implement thehighest in product quality for the hugechallenges of the future.Customer satisfactionWe know exactly what our customerswant, because our performance is basedon this knowledge. Quality is at the top ofthe list, as it should be. If that is your pointof view as well, we will be perfect partnersbecause our success is based on quality.We are well-known in the market for precisely that.Our products have been designed for awide range of application areas such aswater engineering and construction oftransport routes, structural and civil engineering, building construction, environment protection, shipbuilding and railsuperstructures. We fulfill all the requirements with regard to quality, safety andprofitability. Developments in sectiondesign and product characteristics don'tjust take place within our planning team,but very often in cooperation with the user.This produces trust and loyalty.Our sections are used quickly and at lowcost especially in places where traditionalmethods fail for reasons of topographicalconditions, or where rapid driving timesare required.Tradition and experience are our roots. Wedesign the future based on the knowledgeof what is really important.3
Product qualityQuality assurance during productionWe produce perfect sheet piling andshipbuilding sections for a wide rangeof application fields.LARSSEN, HOESCH and UNION sections have become unmistakable terms,and have firmly established themselveson the market thanks to our consistentcustomer and requirement-orientedcompany policy.Product qualityProduct quality is mostly dependent ona company's know-how and on its readiness to invest in research and development.HSP is a leading producer of steel sheetpiling technology. We have continuouslyinvested huge sums in the performanceand quality of our products over the lastfew years. Recently, our heavy sectionproduction line was supplemented witha further DUO reversing stand in 2010,which enables us to produce the widestpossible sheet piling sections usingstate-of-the-art technology. We achievethe best possible tolerance conformityand even exceed the standards applicable worldwide.Our computer-controlled 11-rollerstraightening machine is one of the largest of its type in the world, and enablesthe best-possible guidance results evenwhen using heavy sheet piling.4Quality means futureQuality is one of the cornerstones of ourcompany. This makes quality management a guideline for our way of work.Our continuous inspections start as earlyas with the delivery of the primary material. During production we place the highest possible requirements on the interestsof our customers in order to safeguard thebest material properties and to achievereliable adherence to our product quality.It goes without saying that our quality management is certified to DIN EN ISO9001:2008.Automated systems in our productionworks guarantee continuous high quality.
Product quality5
ApplicationsSteel sheet piling has established itself in many applicationareas. Its high economic efficiency and excellent materialproperties guarantee reliable solutions.The properties of the steel material are decisive in the useof steel sheet piling as a prefabricated element. Variousstructural solutions result, in addition to a wide range ofapplication areas.Advantages of steel sheet pilingsaves soil excavation and therefore disposalshortens construction time through the use ofspace-saving sheet piling elements ready for installationrequires little space during constructionincreases safety and provides immediateload-bearing capacityconstruction is independent of weather influencessimplifies the testability of the material and systemproperties (even during usage phase)guarantees recyclable building materialsSheet piling must meet exacting requirementsIt needs to be the highly durable as a retaining wall since loadshave to be transferred vertically and horizontally.As an enclosure wall, it has to guarantee complete seal tightnessin any soil composition, and also has to meet the highest inenvironmental requirements especially when used to encapsulatecontaminants in disposal sites.Solutions for all requirementsConstruction of transport routesRoad and railsupport wallsnoise protection wallsbridge abutmentsrampssunken roads / groundwater retentiontunnelsCivil engineeringsite excavationsfoundationstrench sheetingunderground car parkshouse buildingEnvironment protectionLandfills, contaminated sites and enclosuresvertical-sealed enclosure wallsexcavations for soil replacementtank enclosuresrefuse tipping ramps6Noise abatementnoise protection wallsWater protectionpumping stationssewage worksstormwater overflow basinsstormwater retention basinssecuring embankmentsWater engineeringPortsquay wallsdock constructionsdolphinsro-ro facilitiesWaterwayswaterway supportsretaining wallssecuring embankmentsberth facilitiesscour protectionWater engineering structureslocksweirsbridge abutmentsculvertssafety gatesflood protection wallspier foundationsinlets and outlet
Applications7
Overview sheet pile sectionsLARSSEN SSEN2222 10/103)232424/1225434305)600600 K601602603603 K603 10/103)604 n605605 K606 n606 nK3)628607 n703703 K703 cm3/Single 15520537605617586649414426437511588Second momentof .0108.0114.2128.5kg/mSingle .210.88.89.510.210.8260260260260575575575575HOESCH sections (LARSSEN 94193625172587266027452780HOESCH sections (finger-and-socket interlock)HOESCHHOESCHHOESCHHOESCH8110512051205 8.0
Overview sheet pile sectionsLARSSEN sections rolled-down -0,5SectionmodulusWy1)3cm3/m cm /Wall Single pile1209 351––1930 5392440 585––2980 625––––480 126––––790 2541150 3201190 335––1540 4151950 515––2410 585––2700 5803130 6711150 408––––1535 5071930 61.8186.593.0––110.6124.9kg/mSingle 3.7LARSSEN sections rolled-up 0,5Secondmomentof RSSEN modulusWy1)3cm3/m cm /Wall Single pile1308 357––2070 5512560 581––3100 626––––540 132––790 246880 2641250 3401290 343––1667 4212090 525––2570 610––2845 5893270 6811270 433––––1660 5172070 169.0193.5100.0––117.6132.1kg/mSingle 399.1Secondmomentof ESCH sections (LARSSEN interlock)ssbyyhhybbybsttHOESCH sections (finger-and-socket interlock)ysyhhybbybb9
LARSSEN sectionsE Single pileD Double pileDr Triple pileV Quadruple pilePlasticsectionmodulus6)Wycm3WeightCrossCircum- Coatingsectional ference7) ntof inertiaIycm4RadiusofgyrationiycmClassification to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP S430GP10113LARSSEN SEN 50.3LARSSEN –2–––149.3LARSSEN 24/12y500500102–––1227485.770 ��27884.770 allEDDr34010275420y2000527200023502–––93.970 74–––102597960 y1300372130015412–––340LARSSEN 22 allEDDr92597960 –2–––y
LARSSEN sssectionalareaCircum- Coating Static8)ference7) areamomentcm2cmkg/mm2/mSycm3Secondmomentof inertiaIycm4Classification to ENV 1993-5RadiusofgyrationiycmSteel gradesS240GP S270GP S355GP S390GP S430GP20155.2LARSSEN 25511.27879.970 –2–––2–––12912LARSSEN ulus6)Wycm3 Single pile Double pile Triple pile Quadruple �2–––2–––Recommendeddriving directionWater-/air sideLARSSEN 4301712inileS--pleForubmdoWall axis750yindomublerFoZ--pileyThe wall height 750 mm is a non binding dimension.The actual measurement depends mainly upon theinstallation and ancilliary conditions of the 5.783750––241800171200342400LARSSEN 60028.428.428.445 2––y2––2––9.57486––708single-drive quad pile assembly65.8645045709130Land/earth 048316601990y12WallEDDr42045 94.14290–––38258504590640045 LARSSEN 600 ––4–––4–––4–––11
LARSSEN sectionsE Single pileD Double pileDr Triple pileV Quadruple pilePlasticsectionmodulus6)Wycm3WeightCrossCircum- Coatingsectional ference7) ntof inertiaIycm4RadiusofgyrationiycmClassification to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP RSSEN 1.103–––10106111660 �––LARSSEN 603 10/103)WallEDDry6006001360–––31060 y1240340149017204–––4–––10LARSSEN 603 KWallEDDry6006001200330144016703–––31060.660 83026599611709.7WallEDDry3–––8106.369.142.5 3–––8.2LARSSEN 602yy600600WallEDDr31024931068.942.5 y106.5LARSSEN �–3–––3–––4–––y
LARSSEN sssectionalareaCircum- Coating Static8)ference7) areamomentcm2cmkg/mm2/mSycm3Secondmomentof inertiaIycm4RadiusofgyrationiycmClassification to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP S430GP10.0LARSSEN 604 2y600600WallEDDr380354420y9.0137.574.566 420Elasticsectionmodulus6)Wycm3 Single pile Double pile Triple pile Quadruple pileLARSSEN 60581.6y9.015366 2–––2–––LARSSEN 605 4.632–––2–––LARSSEN 606 16.4915.842–––2–––LARSSEN 606 1.066 20–––435y2500605300034303–––9.279.866 166 ––2–––2–––2–––13
LARSSEN sectionsE Single pileD Double pileDr Triple pileV Quadruple pilePlasticsectionmodulus6)Wycm3WeightCrossCircum- Coatingsectional ference7) area8)areakg/mcm2cmm2/mStaticmomentSecondmomentof inertiaIycm4Sycm3Classification to ENV 1993-5RadiusofgyrationiycmSteel gradesS240GP S270GP S355GP S390GP S430GP16.3LARSSEN –––2–––LARSSEN 607 n173.8.61078.366 52–––2–––13646 3–––13746 1300426182021203–––10LARSSEN 703 KWallEDDr2–––9.5LARSSEN y452171.19.879.466 ��3–––yy
LARSSEN sectionsEDDrVWeightCrosssectionalareaCircum- Coating Static8)ference7) areamomentcm2cmkg/mm2/mSecondmomentof inertiaIycm4Sycm3Classification to ENV 1993-5RadiusofgyrationiycmSteel gradesS240GP S270GP S355GP S390GP S430GP10LARSSEN 703 10/103)86y1013646 �––12.0LARSSEN 720y.0162.884.754.3 0003430y700700WallEDDr3–––3–––9.91.053 1600511224026003–––2–––LARSSEN ycm3450Elasticsectionmodulus6)Wycm3 Single pile Double pile Triple pile Quadruple �–15
LARSSEN sectionsInterlock designs Interlock conforming to DIN EN 10248-2 and E 67 of EAU 2004LARSSENsectionLARSSENsection43, 430Available LARSSEN-Profile 500, 600, 700 and 750 seriestEhsbD(S-shape)Web (leg)InterlockBack of pileDzNon-standard typeDrTriple piles of the 700series available on request.Available LARSSEN 43 (Pay attention to interlock position)Available LARSSEN 430 (Wall form of LARSSEN 43)Vi12EayaWall axis750i-pdoubrmFoleZ-Dz(Z-shape, forwall form430 only)1416aiiaa outer locki inner lockTriple piles available on )single-drive quad pile assemblyThe wall height 750 mm is a non binding dimension.The actual measurement depends mainly upon theinstallation and ancilliary conditions of the site.
LARSSEN sectionsHandling holes and cramping/weldingof LARSSEN sectionsHandling holes can be made on request.Each pile back is then provided with ahole as indicated in the drawing. TheCorner sectionsSection Omega 17Weight:17.3 kg/mCircumference: 40.9 cmCorner section 20Weight:15.4 kg/mCircumference: 37.1 cm 50holes can be placed at a distance of 75or 300 mm from the upper edge of thepile (to be stated when ordering).50The section moduli stated in this manual 50for LARSSEN sections require the lockingof the pile interlocks, either by factorycramping, factory welding or site weld- 5050ing. The middle interlocks of prefabri-Corner section 22Weight:10.2 kg/mCircumference: 24.7 cmcated double piles are cramped at intervals of approx. 0.4 m, the middle interlocks of prefabricated triple piles arecramped at intervals of approx. 0.8 m. 35Other intervals can be arranged on 55request.The shear force absorption of eachcramping point is 75 kN at a displacement of 5 mm.Larssen corner piles with inserted corner section 20Sections of the 500, 600, 700-series.Corner D 1204Corner E 1201If for manufacturing reasons fabricatedpiles such as corner, junction andadapter piles cannot be cramped, they300/75 50 50 50 50are welded at both ends.Corner E 1203The single hook of corner section 20 is inserted and pressed or welded at both ends.Larssen folded corner pilesSections of the 500, 600, 700-series.Corner D 1102aCorner D 1104Waa40 ØWaCorner E 1103Corner E 110117
HOESCH sections (LARSSEN interlock)E Single pileD Double pileDr Triple pileV Quadruple lus6)Wycm3WeightCrossCircum- Coatingsectional ference7) area8)areakg/mcm2cmm2/mStaticmomentSecondmomentof n to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP S430GP8.7HOESCH 170751278.420142yy51.6 �–3–––9.2HOESCH 180701279.420142yy51.6 �–3–––9.7HOESCH 190751279.420142yy51.6 ��–3–––10.3HOESCH 20073).112710420142yy51.6 �––3–––
HOESCH sections (LARSSEN rosssectionalareaCircum- Coating Static8)ference7) areamomentcm2cmkg/mm2/mSecondmomentof inertiaIycm4Sycm3Classification to ENV 1993-5RadiusofgyrationiycmSteel gradesS240GP S270GP S355GP S390GP S430GP11.0Elasticsectionmodulus6)Wycm3 Single pile Double pile Triple pile Quadruple pile3)HOESCH 2407172.011440158yy60.0 ––11.5WallEDDr3)HOESCH 2507172.511440158yy60.0 ––12.0WallEDDr3)HOESCH 2607172.012440158yy60.0 �––12.7WallEDDr3)HOESCH 2707158.712440172yy60.0 �––13.1WallEDDr3)HOESCH 2807172.113440158yy60.0 �––2–––19
HOESCH sections (LARSSEN interlock)E Single pileD Double pileDr Triple pileV Quadruple pilePlasticsectionmodulus6)Wycm3WeightCrossCircum- Coatingsectional ference7) ntof inertiaIycm4RadiusofgyrationiycmClassification to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP S430GP16.8Elasticsectionmodulus6)Wycm33)HOESCH 3607155.810500145yy63.0 ��––17.4WallEDDr3)HOESCH 37073)155.411500145yy63.0 ��––18.0WallEDDr3)HOESCH 38073)155.012500145yy63.0 ��––18.7WallEDDr3)HOESCH 39073)155.712500145yy63.0 ��––19.0WallEDDr3)HOESCH 40073)155.013500145yy63.0 2–––2–––
HOESCH sections (finger-and-socket rosssectionalareaCircum- Coating Static8)ference7) areamomentcm2cmkg/mm2/mSycm3Secondmomentof inertiaIycm4RadiusofgyrationiycmClassification to ENV 1993-5Steel gradesS240GP S270GP S355GP S390GP S430GP8.8HOESCH 11051308908.y260Elasticsectionmodulus6)Wycm3 Single pile Double pile Triple pile Quadruple piley50 ––2–––3–––3–––HOESCH 12055901309.y2601100628126618999.5WallEDDr3)y50 H 1205 K2–––130.29010y260WallEDDr3)y50 ––2–––2–––3–––HOESCH 1255130.89010y26012006901380207010.8WallEDDr3)y50 �3–––21
HOESCH sectionsInterlock design Interlock conforming to DIN EN 10248-2 and E 67 of EAU er-andsocketinterlockAvailable HOESCH sectionsEattshhsbb(E in a-position, web rising to the right)EbSocket fingerSocket fingerSocket flangeSocket flangeWebWebSocket thumbSocket thumbFingerFinger flangeFingerFinger flange(E in b-position, web falling to the right)DaStegStegDbTriple piles on request22
HOESCH sectionsHandling holes can be supplied on request. Each pile back isthen provided with a hole as indicated in the drawing. The holescan be placed at a distance of 75 or 300 mm from the upperedge of the pile (to be stated when ordering).The section moduli of HOESCH sections do not require thelocking of the pile interlocks.Part-sections for corner and junction pilesSection i150Handling holes and cramping/welding of HOESCH sectionsThese sectionsare set back at thetop and bottom ofthe piles. On requestthey can also besupplied top flush.Section aOn request, mill prefabricated composite piles are cramped fortransport and handling purposes. The cramping points areplaced at intervals of 2.40 meters.300/75Junction section 20Weight:10.2 kg/mCircumference:24.7 cm 35 35Fitting to all HOESCH sections with LARSSEN interlocksCorner and junction pilesJunction Db 2712Junction Ea 2711aJunction Da 271240 ØJunction Da 2728aJunction Eb 2727Junction Db 272840 ØCorner Ea 2101Corner Da 2308Corner Ea 2307WWaCorner Da 210223
UNION straight-web sectionsWycm3/mWallWeightkg/m²WallCircumference excl.internal surface ofinterlockkg/mSingle pilecm/mWallcmSingle pile9)Crosssectionalareacm2/mWallRadius ofgyrationSecondmomentof inertiaIycm4/mWalliycmWall88FL 5103)Coating L 5112.18500135.621867.8136173.03505001.4288FL 5122.18500142.221871.1136181.03605001.413)88FL 912.0901.1911.090m2/mSingle pile10.0Sectionmodulus6)5001.392.181.19Interlock tensile strengths (R k,s) of 5000 kN/m can be achieved.Interlock tensile strengths (R k,s) of 6000 kN/m possible upon request.Interlock design Interlock conforming to DIN EN 10248-2 and E 67 of EAU 2004UNIONstraight-websectionAvailable typesbEhtDThumbWebFingerNon-standard delivery form!24
UNION straight-web sectionsHandling holes and cramping/welding of UNION straight-web sectionsHandling holes can be supplied on request. Each pile web is300/75then provided with a hole as indicated in the drawing. The holescan be placed at a distance of 75 or 300 mm from the upperedge of the pile (to be stated when ordering).The double piles of UNION straight web sections are alwayssupplied without cramping.40 ØJunction pilesWeldedjunctionpilesT-junctionY-junction(for circular cells)(for polygonal cells)WAbz-E 4601Abz-4603WAbz-E 4607Abz-460525
Steel 512.413.515.816.617.317.417.617.318.618.519.4LD 601LD 602LD 603LD 604 nLD 23LD 24LD 716LD 25LD 605 KLD 606 nLD 720LD 607 229.07.58.29.711.510.015.610.212.220.014.
Overview sheet pile sections LARSSEN sections HOESCH sections UNION straight-web sections Steel piles Special services Terms of delivery, steel grades, general information 3 4-5 6-7 8-9 10-17 18-23 24-25 26-27 28-29 30-31 Contents 2 A tradition of performance 3
Each sheet pile consisted of two 32-inch wide, 40-foot-long Z-shaped steel sheet piles interlocked to form a "paired" or "double sheet" pile that weighed approximately 4,000 pounds. The sheet pile was not secured to the crane; it was only held by the hydraulic clamp on the pile driver. When the sheet pile was being driven
sheet pile and ground vibrations during sheet pile vibratory driving. And second, to analyze a selected portion of the collected data with focus on the sheet pile - soil vibration transfer. Both aspects of the thesis work aim, more generally, to contribute to the understanding of ground vibration generation under vibratory sheet pile driving.
To observe the design capacity, a test pile is constructed and estimated load is given upon the designed pile. There are three kinds of static pile load testing. 1. Compression pile load test. 2. Tension pile load test. 3. Lateral pile load test. A lobal Journal of Researches in Engineering V olume XVI Issue IV Ve rsion I 41 Year 201 E
The pile driving analyzer (PDA) was developed in the 1970's as a method to directly measure dynamic pile response during driving. As the name implies, it was developed to analyze pile driving and evaluate pile driveability, including the range of stresses imparted to the pile, hammer efficiency, etc.
vibratory hammer to install the entire sheet pile proposed cut-off wall was not feasible. The Port's engineer has developed an alternative system; a combination pipe pile and sheet pile wall ("combi-wall"), which consists of -six (ninety96) 20-inch steel pile with sheet pile supported between each pair of pile.
Types of sheet pile walls Sheet pile walls may be cantilever or anchored walls. Figure TS14R-6 illustrates both a cantilever sheet pile wall and an anchored sheet pile wall. Cantilever walls derive support from adequate embedment below the stream channel. Steel cantilever walls are limited to wall heights of 15 to 20 feet, while vinyl cantilever
2.2 High-Strain Dynamic Pile Testing. 2.2.1 The contractor shall perform dynamic pile testing at the locations and frequency required in accordance with section 4.0 of this special provision. 2.2.2 Dynamic pile testing involves monitoring the response of a pile subjected to heavy impact applied by the pile hammer at the pile head.
PHC pile, with a diameter of 1000mm and a wall thickness of 130mm , is adopted for the wall pile frame structure of this project. The pipe pile prefabrication is carried out by dalian prefabrication factory. The parameters of the PHC prestressed concrete pipe pile are as follows: Table 1 parameters of PHC pile of wall pile frame structure .
