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ASF-Anker

Anchorage systems and accessories


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Contents

Contents 1

0 Introduction 3Sheet piling and anchoring systems 4Concrete walls 8Concrete walls and anchoring systems 9

1 Anchorage 101.1 Dimensioning of the anchorage parts (E 20 of the EAU 1990) 10

2 Anchorage parts 112.1 Tie-rod anchorage 12

Round steel anchor (according to EAU 1990) 13Round steel anchor (according to EAU 2004) 14Round steel anchor (according to DIN 18800) 15

2.1.1 Anchorage parts 162.1.2 Connecting parts 19

Turnbuckles, sleeves and nuts 23Turnbuckle joints, hinge joints,

double joints 242.2 Injection piles 25

3 Waling 283.1 Waling in general 293.2 Waling construction 293.3 Wale mounting 31

Waling joints, Belt consoles 33Waling bolts 34Waling bolts with head and nut 35Waling bolts with two nuts 36

4 Profiled capping plates 37Profiled capping plates for concrete wall 39Upper and lower edge protectionz 40Slide protection and profiled capping plates for ladders 41

5 Ancilliary equipment 425.1 Bollards 42

Inner harbour bollards 45Sea harbour bollards 46Tee head bollards 47`y`Type pillar bollards 48Twin horn bollards 49Typical FEA screen dumps Finer Element Analysis 50Anchorages / Breakaway anchorages for edge bollards 51

5.2 Ladders 52


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6 Examples for using plates for anchors and waling boltsCalculation according to EAU 1990

54

Swivel plates, swivel nuts 55Cardan rocker plates 56Front bearing plates for anchors / LARSSEN 57Front bearing plates for anchors / HOESCH 61Bearing plates for anchors directly at waling / LARSSEN + HOESCH 65Front bearing plates for anchors / LARSSEN 67Front bearing plates for belt pins / HOESCH 68Rear bearing plates for belt pins/ LARSSEN + HOESCH 69Plates on concrete 70T--connections 71

Example: Anchorage dimensioning according to EAU 1990 72Example: Anchorage dimensioning according to EAU 2004 74Weight specification kg/m 76

7 Additional ASF products 78Fork head 78Threaded studs DIN 976-1 79Eye bolts DIN 444 80Hexagon bolts DIN 601 / DIN ISO 4016 81Hexagon head bolts DIN 931 / DIN ISO 4014 82Hexagon bolts with large widths DIN 6914 83Hexagon socket head cap screw DIN 912 / DIN ISO 4762 84T-head bolts with square neck DIN 7992 85T-head bolts with square neck DIN 186 86T-head bolts with double nib DIN 188 87T-head bolts with double nib DIN 261 88Masonry bolts DIN 529 89Special foundation bolts DIN 797 90Special foundation nuts DIN 798 91Mushroom head square neck bolts DIN 603 92Stirrup bolts DIN 3570 93Spherical head lifting bolts 94

8 Foto examples 95

Status quo: 1. print, March 2007

Contents

ASF

All calculations and drawings of the ASF company have to be checked by the customer, in doing so the liability of theASF company is out of the question!


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0 Introduction

Dear Madams, Dear Sirs,

we would like to introduce ourselves as manufaturers of anchoring mate-

rials for use in the fields of plant engineering, surface and civil engineering

as well as in structural steel and hydraulic engineering.

Anton Schmoll GmbH was founded after the first world war, and conduc-

ted its business initially by doing wage work for the local industry. Over the

years the materials and rolling stock increased steadily, creating the basis

for setting up an independent factory of our own. This eventually lead to

space problems which were solved in 1978 when our subsidiary plant wasestablished in the nearby town of Balve-Garbeck. In the same year Anton

Schmoll GmbH was registered as a limited company. In the meantime the Anton Schmoll GmbH production and storage facilities total a

covered area of 6.000 , with a clear tendency towards expansion.

The materials predominantly used at our works are S 355 J2G3 (St 52.3), 42 CrMo 4, 34CrNiMo 6,

1.4301 and 1.4571, covering qualities 4.6, 5.6, 8.8, 10.9, 12.9, A2 and A4 to the greatest possible extent.

The range of materials is rounded off with BST500S concrete reinforcing steel, S460N fine-grained steel,

high temperature steel 21CrMoV57 and also our steel ASF 600. An extensive stock of all these materials,

with rod lengths up to 20 m, ensures short delivery times. The maximum possible single length is 27m.

Forged parts ranging from M 8 - M 150 - 3/8" to 6"- are no problem for our forgingshop.

We are also competent in producing bolts and screws (also with upset threads) with

rolled threads to any required length and with diameters up to M 150, or 6". Our technical staff will be pleased to advice you on the

advantages of this highly efficient alternative as against upset rod anchorages. Cut threads are available with diameters up to M 180. And

of course we also carry out all kinds of drilling, cutting, welding and lathe work.

Most of our products are certified according to -Sign (conformity sign). We have the qualification of manufacturers for the welding of steelstructures according to DIN18800-7 and DIN19704, DIN 18801, DIN 4132. Our company is accredited according to DIN EN ISO 9001:2000.

High standards of quality, keen prices and adherence to agreed delivery dates are only some of the characteristics for which AntonSchmoll GmbH is well known.

For hydraulic engineering we deliver displacement-injected piles, injection piles and also an extensive program for joining technique andaccessories.Basically:- tie rods and connection parts- waling and waling bolts- capping profiles- bollards and ladders- customised welded constructions

Our technical catalogue is intended to give you an overal impression of our production programme.Naturally enough, it does not contain our complete range of products and shows only the most frequently used articles and main product lines.Please contact us if the product you require is not included in our catalogue.

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0 Sheet piling and anchoring systems

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0 Concrete walls

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0 Concrete walls and anchoring

systems


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Abb. 1: Baugrubenabsttzung

Abb. 2: Rundstahlverankerung

Abb. 3: Gerammter verpresster Ankerpfahl

10

If static and structural conditionsrequire the anchoring of a pile wall,this is achieved by mutual support,for example with channelexcavations. In most cases,however, piles need to beadditionally tied back.

The anchorage constructionsare chosen and constructedaccording to static and structuralrequirements. Reaction force A,resulting from static calculations of thepile wall, as well as the low skiddingjoint analysis are decisive fordimensioning.

Waling diverts forces from thesheet pile to the anchorage, andsimultaneously aligns and stiffensthe construction. The anchoragediverts the reaction force of the pilethrough the waling to the anchoragebody.

The anchorage body, again,divert such forces from the main pileto the soil. An anchor wall forms theanchorage body for a round steelanchorage.

If the construction is embeddedthrough anchor piles, e.g. steelbearing piles, injected bearing piles,forces from the pile are diverted tothe soil through pile skin friction.

1.1 Dimensioning of theanchorage parts (E 20 of the EAU1990)

Anchor piles, waling, beamsand support plate:

Bearing capacity analysis is tobe carried out according to DIN18800 or DIN V ENV 1993-5, ifstress is mainly consistent. In caseof waling and beams, the

requirements for an increase of thepartial safety coefficients accordingto E 30 must be considered.

Alternating stress requires thefatigue strength analysis accordingto DIN 19704-1. We would also liketo stress the importance of DIN18800, Part 1.

In general, dead steelaccording to DIN EN 10025 mustbe used.

Fitting bolts, with min. 4.6 tensilestrength, are to be used for threadedwaling and beam splices. Thefatigue strength analysis is to becarried out according to DIN 18800,Part 1.

Tie-rods and waling bolts:

Anchorages are mainly subject tostatic load. Strong fluctuating stressis rare in anchorages, but

nevertheless occurs often in walingbolts. Tie-rods and waling bolts mustbe made of steel types according toDIN EN 10025. The steel type S355 J2G3 is the most commonlyused steel. In general, dimensioningfor constructions with mainly staticload are based on the anchoringforces which result from loads accor-ding loading case 2. Bearing capa-city analysis is to be carried out accor-ding to DIN 18800, part 1, para-graph 8.2.2.3. The reducing coef-ficients for the loading cases 1 to3, must be observed.

DIN 4125 applies for theconstruction and dimensioning ofanchorage by means of groutanchors. Only completely deadsteel types are to be used inconstruction with fluctuating loads.The bearing capacity analysis is tobe carried out according to DIN18800, part l, paragraph 8.2.1.5. Ifthe static base load is less or equalto the alternating load, controlledand permanent stressing ofanchorage and/or waling boltsabove the stress amplitude is

Exvacation revetting

Tie-rod anchorage

Grouted drive anchor pile

recommended.

1 Anchorage

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2 Anchorage parts


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Tie-rod an-

chorage parts

and connec-

1. Steel sheet pile

2. Waling 3. Waling connection with universal joint

7. Anchor extension

8. Socket 9. Anchor wall

10. Back plate with nut

6. Turnbuckle

5. Eye tie rod4. Waling support

tion parts

2.1 Tie-rod anchorageTie-rod anchorage represents the

most economical way of anchoringsheet piles.

Normally, forces are diverted tothe anchor plates. In order to installconcrete anchor plates, it isnecessary to excavate the concreteplate up to its bottom edge. If,however, sheet pile plates orcontinuous anchor walls, made

from sheet piles, are to be used,it is sufficient to excavate upto anchor level.

In general, tie-rod anchors areinstalled horizontally or only slightlyslanted, as major earthmovingwould otherwise become necessaryfor the connection to the anchorbody due to the low position of theanchor wall.

The necessary length of the tie-rodanchors results from the lowskidding joint. The depth of theanchor wall is determined bytesting the soils break safety infront of such wall.

2.1 Tie-rod anchorage

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2.1 Round steel anchors

(according to EAU 1990)

Round steel anchors(according to EAU 1990)(Table 1)

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

mm 38 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 150

Dd

ASF600

218 294 382 490 624 798 914 1074 1270 1454 1682 1907 2166 2418 2708 2987 3309 3614 3967

S 460 182 245 323 409 520 624 743 896 1060 1214 1403 1591 1807 2018 2260 2493 2762 3016 3311S 355 126 170 224 283 361 432 527 620 733 839 971 1100 1250 1395 1563 1725 1909 2085 2283

d (mm) 38 38 38 45 50 52 58 65 70 75 80 83 90 95 100 105 110 115 120l (mm) 190 190 220 220 250 250 270 270 270 270 270 270 270 270 270 270 270 270 270

kg/m 8,9 8,9 8,9 12,5 15,4 16,6 20,7 24,5 30,2 34,7 39,5 42,5 49,9 55,6 61,7 68 74,6 81,5 88,8

Dd

l = variabel 1000l = variabel 1000

ASF600

228 307 405 513 654 783 956 1124 1329 1522 1759 1995 2267 2529 2833 3125 3462 3781 4150

S 460 190 256 398 428 546 653 798 938 1109 1270 1468 1665 1892 2111 2365 2608 2889 3155 3464S 355 136 184 242 306 387 465 564 663 780 893 1028 1164 1318 1471 1643 1812 2001 2187 2395

35 41 47 53 59 65 71 77 83 89 96 102 108 114 121 127 133 139 145

kg/m 7,5 10,3 13,6 17,3 21,5 26,0 31,0 36,5 42,5 48,8 56,8 64,0 71,9 80,0 90,0 99,0 109,0 119,0 129,6

dcDa

b

k

a (mm) 72 85 105 110 125 135 155 165 180 190 210 230 240 255 280 275 290 300 310b (mm) 32 38 48 50 58 63 70 75 80 85 90 95 100 110 115 120 125 130 140c (mm) 25 30 33 39 42 47 50 55 60 63 66 72 75 80 85 90 95 100 105k (mm) 50 60 70 75 85 90 105 110 120 130 135 165 170 180 190 195 205 205 230

d Da

45

b/2

b

r

a (mm) 100 100 110 115 125 135 145 160 180 185 190 205 220 235 235 245 260 270

b (mm) 38 40 50 55 60 60 70 70 75 75 80 90 90 95 100 130 135 140

1,9 2,9 3,6 4,5 5,7 6,7 8,8 10,8 12 14,4 17,8 19,7 23,8 26,1 29 30 35 40

d = D at lengths below 4 m

Nominaldiameter

D

Inch

Upset anchors

Admissibleanchor strength

1)

kN

Rolled anchors


1)

kN

diameter (mm)

Eye anchors

T-head anchors

kg T-head

1) according to EAU 1990


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Round steel anchors(according to EAU 2004)(Table 2)

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

mm 38 45 50 57 63 70 75 83 90 95 100 110 115 120 125 130 140 145 150

Dd

ASF600

333 447 590 748 954 1118 1392 1635 1936 2218 2562 2853 3299 3683 4118 4554 5009 5484 5958

S 460 203 273 361 457 583 697 852 999 1183 1355 1566 1776 2016 2251 2517 2783 3073 3364 3703Rd1)

kN

S 355 177 239 315 399 509 608 743 872 1033 1183 1366 1550 1759 1964 2196 2429 2682 2936 3231

d (mm) 38 38 38 45 50 52 58 65 70 75 80 83 90 95 100 105 110 115 120l (mm) 190 190 220 220 250 250 270 270 270 270 270 270 270 270 270 270 270 270 270

kg/m 8,9 8,9 8,9 12,5 15,4 16,6 20,7 24,5 30,2 34,7 39,5 42,5 49,9 55,6 61,7 68 74,6 81,5 88,8

Dd


ASF600

380 523 689 875 1081 1315 1568 1845 2143 2463 2867 3235 3627 4043 4554 5017 5500 6011 6538S 460 232 319 421 535 661 803 958 1128 1309 1505 1752 1977 2217 2471 2783 3066 3361 3674 3995Rd

1)

kN

S 355 203 279 367 467 577 701 836 984 1143 1314 1529 1726 1935 2156 2429 2676 2934 3206 3487d (mm) 35 41 47 53 59 65 71 77 83 89 96 102 108 114 121 127 133 139 145

kg/m 7,5 10,3 13,6 17,3 21,5 26,0 31,0 36,5 42,5 48,8 56,8 64,0 71,9 80,0 90,0 99,0 109,0 119,0 129,6

dcDa

b

k

a (mm) 72 85 105 110 125 135 155 165 180 190 210 230 240 255 280 275 290 300 310b (mm) 32 38 48 50 58 63 70 75 80 85 90 95 100 110 115 120 125 130 140c (mm) 25 30 33 39 42 47 50 55 60 63 66 72 75 80 85 90 95 100 105k (mm) 50 60 70 75 85 90 105 110 120 130 135 165 170 180 190 195 205 205 230

d Da

45

b/2

b

r

a (mm) 100 100 110 115 125 135 145 160 180 185 190 205 220 235 235 245 260 270

b (mm) 38 40 50 55 60 60 70 70 75 75 80 90 90 95 100 130 135 140

1,9 2,9 3,6 4,5 5,7 6,7 8,8 10,8 12 14,4 17,8 19,7 23,8 26,1 29 30 35 401)

design resistance according to EAU 2004

Nominaldiameter

D

Inch

Upset anchors

Rolled anchors

Eye anchors

T-head anchors

kg T-head


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(according to DIN 18800)

Round steel anchors(according to DIN 18800)(Table 3)

M39 M45 M52 M56 M64 M72 M76 M85 M90 M95 M100 M110 M115 M120 M125 M130 M140 M145 M150

mm 36 42 48,5 52 60 68 72 81 86 91 96 106 111 116 121 126 136 141 146

Dd

ASF600

382 512 690 797 1052 1363 1533 1954 2209 2479 2766 3387 3721 4071 4436 4662 5627 6055 6499

S 460 318 426 575 664 876 1136 1278 1628 1841 2066 2305 2833 3101 3392 3697 4014 4689 5046 5416S 355 229 307 414 478 631 817 920 1172 1325 1487 1660 2032 2233 2442 2662 2890 3346 3633 3899

d (mm) 38 38 38 45 50 52 58 65 70 75 80 83 90 95 100 105 110 115 120

l (mm) 190 190 220 220 250 250 270 270 270 270 270 270 270 270 270 270 270 270 270

kg/m 8,9 8,9 8,9 12,5 15,4 16,6 20,7 24,5 30,2 34,7 39,5 42,5 49,9 55,6 61,7 68 74,6 81,5 88,8

Dd


ASF600

382 512 690 797 1052 1363 1533 1954 2209 2479 2766 3387 3721 4071 4436 4662 5627 6055 6499

S 460 318 426 575 664 876 1136 1278 1628 1841 2066 2305 2833 3101 3392 3697 4014 4689 5046 5416S 355 229 307 414 478 631 817 920 1172 1325 1487 1660 2032 2233 2442 2662 2890 3346 3633 3899

kg/m 7,5 10,3 13,6 17,3 21,5 26,0 31,0 36,5 42,5 48,8 56,8 64,0 71,9 80,0 90,0 99,0 109,0 119,0 129,6

dcDa

b

k

a (mm) 72 85 105 110 125 135 155 165 180 190 210 230 240 255 280 275 290 300 310b (mm) 32 38 48 50 58 63 70 75 80 85 90 95 100 110 115 120 125 130 140c (mm) 25 30 33 39 42 47 50 55 60 63 66 72 75 80 85 90 95 100 105k (mm) 50 60 70 75 85 90 105 110 120 130 135 165 170 180 190 195 205 205 230

d Da

45

b/2

b

r

a (mm) 100 100 110 115 125 135 145 160 180 185 190 205 220 235 235 245 260 270

b (mm) 38 40 50 55 60 60 70 70 75 75 80 90 90 95 100 130 135 140

1,9 2,9 3,6 4,5 5,7 6,7 8,8 10,8 12 14,4 17,8 19,7 23,8 26,1 29 30 35 40

1) according to DIN 18800

Nominaldiameter

D

Inch

Upset anchors


1)

kN

Rolled anchors


1)

kN

diameter (mm)

Eye anchors

T-head anchors

kg T-head

36 42 48,5 52 60 68 72 81 86 91 96 106 111 116 121 126 136 141 146


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Anchor rod with hexagonal nut

Eye tie-rod

Anchor with turnbuckle and socket

T-head anchor

2.1.1 Anchorage parts

Anchor rods should, for structuralreasons, not be thinner than 11/2. Itproved efficient to upset the thread inorder to prevent fatigue in this area.Such action allows optimal benefitfrom the permitted tensions withinthe thread core and the thinneranchor shaft.

Rolled threads do not requireupsetting as rolling of the anchorsresult in a thread outside diameterwhich is higher than the shaftdiameter. The use of rolled threads,instead of upset cut threads, offernumerous advantages such as highertensile strength and profile precisionand no interruptions of the steel fibrestructure (dynamic stress capacity),see also EAU 2004.As there are different and longerthreads, it is often not necessary touse an additional turnbuckle.

The Whitworth thread, which isstill common, proved as best suitablein stress tests as well as under roughconditions on site. Nevertheless,metric threads are also used.

Dead steel types, accordingto DIN EN 10025, must be used.They are resistant to ageing, brittlefractures and stress cracks. Thisincludes the steel types S 235 JR(formerly: St 37-2) and S 355 J2G3 (formerly: St 52-3). For eco-nomical and safety reasons, it iscommon to use steel of the hig-her S355 J2G3 grade.

Tables 1-3 show the commonsizes of tie-rod anchors.

Apart from common tie-rodanchorage with double-thread, it ispossible to use anchors with upsethinge ring or hammerhead anchorsfor special connections.

Turnbuckles are attached totie-rod anchors if there are no end

parts which allow stretching, e.g. with

a ring anchor, or if the constructioncannot be carried out at once.

Tie-rod anchors are usuallysold in two partial lengths. It isrecommended to fasten theturnbuckles closely behind the mainwall. Thus, the anchor wall can besupported through setting on theground. This, furthermore, allowseasy connection during futurereconstruction.

Eye tie rod Turnbuckle Anchor extension Socket


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The turnbuckles comprise oneleft hand thread as well as one righthand thread to tighten and balancethe entire anchor length.

The rear anchor rod length isrestricted to 20m for reasons oftransport and installation. In order toobtain longer components, singlerods may be connected by meansof movable couplings. Theycomprise a continuous RH thread

and, thus, cannot be used fortightening.

Supple and tensionable anchorrod connections can be constructedby means of turnbuckle hinges.Shackle joints may be used in specialconnections, or in case of expectedsettlement.Constructions comprising upset ringanchors, splice plates and hingebolts should be preferred over

hammerhead constructions, whenregarding hinge effect and assembly.Double hinges are indicated forconstructions with vertical as well ashorizontal movement.


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Turnbuckle Coupling for anchor extension

Turnbuckle hinge Hinge joint for t-head anchor

Hinge joint for ring anchor Double hinge (universal joint)

Hinge nut

LH thread RH thread

Splice plate T-head

Splice plate Bolt

Splice plate


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2.1.2 Connecting parts


Anchor connection to themain wall can be carried out inthe sheet pile recess, either at thepile front or at the back wale(tension waling). The distance ofthe anchor will then be determined bythe pile spacing.

There are two different types ofbase plates: front plates at the main

wall for U-piles, or Z-piles and platesfor connecting the waling to the mainor anchor wall, with or withoutadditional coupling plate/rolled nut.The front plates at the main wall shouldusually cover 80% of the width of thepile recess in order to enhance thediversion of loads.Anchorage gradients may beadditionally adjusted to the base plateby means of a tapered plate.

tapered plate coupling plateSimple connection in recess with Connection to waling by means of

Tapered plate

Base plate

Tie rod

Support

Waling

Main wall

Coupling plate

Base plate

Tie rod

Support

Waling

Main wall


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head

Connection with universal joint Connection with rolled nutplate

Swivel plate

Coupling effect through hammer-

Swivel nut

In order to prevent bendingstress within the thread connectionsdue to expected settlements, theanchor connection should verticallybe supple and freely moving. Thecommonly used joint in such casesis a coupling plate or a semi-rollercoupling plate.

The coupling plate comprises ananchor rod which revolves around astem. At moment exposure, stressoccurs at the yield point, whichallows angle distortion withoutsignificant resistance. In case ofroller coupling plates, the distortion isrealised by means of a semi-rollerwelded onto the plate. If,furthermore, horizontal movement isexpected, either two staggered

hinges may be positioned in a row,or a universal joint plate may beused.

The coupling effect is alsoachieved with an anchor rod withrounded hammerhead.

For sections with low walls, acoupling plate with thread may beused (rolled nut) in order to savenut height.


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2.1.2Connecting parts

Connection with significant anchorincline

Adjustable connection with uni-versal joint

If the anchor rod is considerablyinclined, or if major settlement ordistortion is expected; it isrecommended to position the anchorconnection in the pile recess butbelow the chord. This allows aminimum wale spreading.

If it is necessary to create ananchor spacing, which isindependent of pile spacing, anchorconnection is only possible within the

waling.

Different structures may beconstructed according to theappropriate requirements.

The connection to a combinedpiping pile is commonly carried outthrough external splice plates whichare inserted through the pipe topopening.

The connection to the anchorwall is realised at the externalwaling (compression waling). Asingle connection with base plate iscommon. A supple connection may benecessary when the anchor rod is

embedded in its full length into therefilled soil and settlement might occur.


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Supple waling connection with Connection for pipe pilet-head

Simple connection to anchor wall Supple connection to anchor wall

Connection for high-modulus walls


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2.1.2 Turnbuckles, sleeves and nuts

Turnbuckles, sleeves and nuts

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

mm M39 M45 M52 M56 M64 M72 M76 M85 M90 M95 M100 M110 M115 M120 M125 M130 M140 M145 M150

a (mm) 350 400 450 450 500 500 550 550 550 550 550 550 550 550 550 550 550 550 550

b (mm) 60 70 80 90 100 105 120 120 140 150 150 160 170 180 190 190 200 200 220c (mm) 40 45 50 60 65 70 75 85 90 95 100 110 115 120 125 130 130 130 130

e (mm) 45 50 55 64 70 75 80 88 96 102 106 116 122 130 135 140 150 150 160

f (mm) 20 20 25 30 33 33 36 36 40 40 40 40 40 40 40 40 40 40 40

kg 4,3 6,6 9,8 11,8 17,2 18 25,5 28,0 38,1 44,3 44,7 45 54 61 69 62 66 60 85

a (mm) 120 140 150 170 180 200 210 240 250 260 260 260 260 260 260 260 260 260 260

b (mm) 60 70 80 90 100 105 120 120 140 150 150 160 170 180 190 190 200 200 200

f (mm) 20 20 25 30 33 33 36 85 40 40 40 40 40 40 40 40 40 40 40

kg 1,7 2,7 3,7 5,3 6,9 7,9 11 13 18,1 21,7 20,8 21,5 25 28 32,5 29 32 30 41

a (mm) 69 81 92 98 110 121 127 139 150 156 167 179 191 202 208 219 231 242 254

s (mm) 60 70 80 85 95 105 110 120 130 135 145 155 165 175 180 190 200 210 220

h (mm) 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120

kg 0,5 0,7 1,1 1,4 1,9 2,4 2,9 3,8 4,6 5,2 6,4 7,6 9,1 10,9 11,8 13,9 16,1 18,8 21,5

Nominaldiameter D

Inch

Turnbuckles

Hexagon nuts

Coupling sleeves

Cap nut

a (mm) 69 81 92 98 110 121 127 139 150 156 167 179 191 202 208 219 231 242 254

s (mm) 60 70 80 85 95 105 110 120 130 135 145 155 165 175 180 190 200 210 220

h (mm) 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120

kg 0,5 0,7 1,1 1,4 1,9 2,4 2,9 3,8 4,6 5,2 6,4 7,6 9,1 10,9 11,8 13,9 16,1 18,8 21,5

Radius r wil be adjustedto connection plate


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Turnbuckle joints, hinge joints, double joint

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

mm M52 M56 M64 M72 M76 M85 M90 M95 M100 M110 M115 M120 M125 M130 M140

a (mm) 510 520 570 590 750 760 770 780 780 820 820 840 860 860 880 880 900

b (mm) 90 105 115 125 140 145 165 189 200 220 240 260 260 280 280 300 320

c (mm) 20 25 25 30 30 35 35 40 40 40 40 40 45 45 50 50 50

e (mm) 410 410 450 450 550 550 590 590 580 570 560 560 550 550 550 550 550

f (mm) 55 60 70 80 80 80 95 95 105 115 125 235 150 150 160 160 170

g (mm) 100 100 110 120 120 150 170 180 190 205 220 230 240 260 280 280 290

h (mm) 160 170 180 200 210 240 260 280 290 310 320 330 350 370 390 390 400

Total kg 23 30 45 57 81 96 115 136 1152 185 209 245 281 310 398 416476

a (mm) 170 190 235 255 280 302 335 358 390 420 450 530 560 600 640 660 680 700 740

b (mm) 65 75 90 105 115 125 140 145 165 180 200 220 240 260 260 280 280 300 320

c (mm) 20 20 20 22 25 28 30 33 35 37 40 40 40 40 45 45 50 50 50

e (mm) 100 110 135 145 160 170 190 200 215 235 250 285 300 320 335 350 355 370 390

g (mm) 34 40 50 52 60 65 72 77 82 87 92 97 102 112 117 122 127 132 142

k (mm) 95 105 125 135 145 165 165 180 185 195 205 210 215 220 235 240 255

kg incl. bolts 4 6 9 13 16 23 29 36 44 58 69 88 101 119 141 157 179 198 225

a (mm) 285 300 330 355 385 415 445 470 500 570 600 640 680 700 720 740 780

b (mm) 90 100 120 130 140 150 160 180 190 200 210 220 240 250 260 270 280

c (mm) 26 29 36 39 42 45 47 56 59 61 65 67 75 77 80 82 85

e (mm) 185 190 210 225 240 255 270 275 300 325 340 360 375 390 395 410 430

f (mm) 135 150 155 165 180 195 210 220 230 270 285 305 320 337 347 357 377

g (mm) 50 52 60 67 72 77 82 87 92 97 102 112 117 122 127 132 142

k (mm) 140 150 170 180 190 200 210 230 240 250 260 270 290 310 320 330 340

kg incl. bolts 12 15 24 31 39 48 58 80 95 119 139 164 209 231 257 283 323

Nominal

diameter D

Inch

Turnbuckle joints

Hingejoints

Double joints(Cardan joints)

23 30 4 5 57 8 1 96 115 136 416

260 265

2.1.2 Turnbuckle joints, hinge joints,

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2.2 Injection piles


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2.2 Injection piles

Horizontal tie-rod anchorage usuallyrepresents more inexpensiveanchorage procedures. If, however,horizontal rods cannot beembedded due to differingconditions, such as closedevelopments or unsuitable ground,anchor piles may be used. Here,anchor forces are diverted throughskin friction between pile and

ground. The diversion of tensileforces into the ground depends onnumerous factors. It is especiallysubject to the soil conditions and theshape of the pile. Unlike tie-rodinstallation, the embedding of

anchor piles does not require earthmovement. A supple connectionshould be preferred to the built-inhinge in order to compensatedistortions within the connection areaof the sheet pile/anchor pile caused bybending, settlement and installationconditions, see also EAU 2004.

There are generally two types ofanchor piles:

- driven steel piles and- injected steel piles.

The injection pile can be producedby us up to a single length of 27 m.Depending on quality, it can be

extended to any length by a weldedjoint or a nut joint. Depending onperformance, stretch limitation valuesof at least 355 to at least 600 N/mm2can be guaranteed. Furthermore, allwall connections like upset threads,eye or T-head are possible. Useaccording to DIN 4125 / DIN 4128 ismathematically possible. The injectionpile has already been implementedsuccessfully for ARGE Logport inRheinhausen, Port Walsum in

Duisburg, Kaje Neuer Hafen inBremerhaven, Port HKM in Duisburgand Port Ludwigshafen.

2.2 Injection piles

ASF


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2.2 Injection piles


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3 Waling

ASF


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3.1 Waling in general

3.1 General

The waling diverts forces fromthe sheet pile to the anchorage andstiffens as well as aligns theconstruction. In general, tensionwalings are positioned on the insideof the main wall, whereas they areusually attached as compressionwales behind the wall in case ofanchor walls.

EAU 2004 recommends the solidconstruction as well as generousdimensioning the waling andpreferring heavy waling made fromS 235 JR (formerly St 37-2) over thelighter types from S 355 J2G3 (for-merly St 52-3).

Load-bearing welding seamsmust be 2mm thicker than staticallynecessary due to risk of rusting.

It is recommended to dimensionthe wales according to the allowedanchor force of the chosen anchor.Apart from horizontal load due toanchor tension, rope tension andforces caused by traffic, the waling isalso subject to vertical stress causedby anchor vertical load, soil load andits own weight. There may also behorizontal axial loads along thesheet pile axis due to, for example,rope tension.

3.2 Waling construction

Waling is usually constructedfrom two spread U-steel sectionswith their webs beingperpendicularly positioned towardsthe sheet pile. Therefore it can be

LARSSEN piles and I-sectionsand/or a capping beam walingsystems may also be used.

Reinforced steel wales aremainly used for anchor walls.Exceptions apply for pile anchorageand compensational structures foruneven sheet pile constructions.

used an UPE or an UNP beam.Other steel sections such as


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Common wale construction Wale bracing of the U-sections

LARSSEN-waling

Threaded splice construction for heavy waling

Simple capping beam wale

In order to achieve thenecessary distance between the twoU-sections, wale spreader consistingof pitched U-steel rods or web platesare welded piecewise on the pile.The grade of spreading depends onthe diameter and incline of theanchorage. It is necessary to allowfor a sufficient spreading in order tokeep the anchor rods away from thewaling.

Heavy anchorage as well as incase of direct connection betweenanchorage and wale, reinforcingbracing of the wale U-section at theanchorage is essential.

Supplied waling parts are muchlonger than the distances betweeneach anchorage. Splices arepositioned at the places with the leaststress. An entire diameter splice isnot necessary although the

calculated internal forces must stillbe covered. Proper splices areusually realised through attached U-sections which are delivered readyfor installation with necessaryboreholes.

Wale sections for the splice areonly finished at one side. The otherside must be adjusted on-site.Welded splices do not require properadjustment if they are staggered andstructurally fully connected.

Bracing plate

Tensionwale

Support

Main wall

Waling splice

3.2 Wale construction

ASF


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3.3 Wale mounting

I-beam connection Waling suspension LARSSEN wale mounting Usual construction of a wale

mounting

3.3 Wale mounting

The waling must be connected withthe sheet pile (main pile) so thatoccurring forces can be properlydiverted. In order to facilitate theinstallation and the diversion of verticalforces, wales are borne byappropriately dimensioned and weldedsupports.

These usually consist of cut or burned,

plates although other variations are alsopossible.

If the workspace is limited belowthe waling, a suspension on the sheetpile is constructed. The suspensionsare either welded onto the waling orattached to the base plate of thewaling. A small mounting angle isadditionally welded onto the sheet pile.


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Bar shear connectors for the diversion of axial forces Common connection to anchor wall

The LARSSEN waling bolts areable to absorb vertical and horizontalforces; a special wale support is notnecessary. Internal wales (tensionwale) must be carefully attached tothe sheet pile.

In order to divert horizontalforces to the waling, and to alignthe wall, strong wale bolts arenecessary. (min. 11/2). Sufficientdimensioning is also necessary with

splice spacing in a lotic zone aswell as in case of corrosion risk. Inorder to render waling bolts suitablefor wall alignment, they must be ofsufficient length. There are two bolttypes: Bolts with upset hexagon head,and bolts with double-sided thread.

The wale bolts are locatedwithin the wale sections web anddivert the loads to the base plates.There is, on the one hand, the frontplate in the sheet pile recess(HOESCH piles consist of two partsdue to the interlock at the pileback), and on the other hand, theback plate at the waling.Waling can be screwed or weldedonto the bottom backside of the sheetpile for the diversion of axial forces.

However, this may also be realisedby means of bar shear connectorswhich are welded onto the wale andare supported by the sheet pile web.

In the case of anchor walls,the connection is usually carriedout through the waling which islocated behind the wall(compressive wale). Walemounting is not necessary for staticreasons. It is sufficient to positionthe wales on waling supports.

3.3 Wale mounting

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3.3 Waling joints, Belt consoles

Waling joints

][

W ycm

3

kg/m ][l

(mm)kg

a(mm)

b(mm)

c(mm)

e (mm)

f(mm)

g(mm)

h(mm)

(mm)

Lnge(mm)

Anzahl kg

180 300 44,0 140 560 17,9 40 60 60 22 40 60 80 M20 35 32 8 ,5

200 382 50,6 140 640 20,5 40 60 70 22 40 60 120 M20 35 32 8,5

220 490 58,8 160 680 25,6 40 80 70 22 40 60 140 M20 35 32 8,5

240 600 66,4 180 740 32,6 45 90 75 26 50 75 120 M24 40 32 14,1

260 742 75,8 200 800 40,5 45 110 75 26 50 75 150 M24 40 32 14,1

280 892 83,6 220 840 49,4 50 120 80 26 50 90 140 M24 40 40 17,6

300 1070 92,4 220 920 54,0 50 120 90 26 50 90 180 M24 40 40 17,6

350 1468 121,0 260 1000 75,8 60 140 105 32 60 110 160 M30 50 40 35,6

400 2040 143,6 300 1000 92,4 60 180 110 32 60 90 200 M30 50 48 42,8

Supporting consoles

][ 180 ][ 200 ][ 220 ][ 240 ][ 260 ][ 280 ][ 300 ][ 320 ][ 350 ][ 380 ][ 400

h (mm) 230 250 270 290 310 330 350 370 400 430 450

b (mm) 230 250 270 290 310 330 350 370 400 430 450

kg 4,23 5,00 5,83 6,72 7,68 8,71 9,80 10,95 12,80 14,79 16,20

Belts Butt plate ][ Dimensions Screws

Walingjoints

Steel types: S 235 JR / S 355 J2G3

Belt profile

Supporting consoles

Steel types: S 235 JR / S 355 J2G3Other designs ( ] profile or U-Profile) possible.

Additionally for

Additionally for


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3.3 Waling bolts

ASF


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3.3 Waling bolts with head and nut

Waling bolts with head and nut

1 1 1 1 2 2 2 2 3 3 3

mm 53,6 86,6 126,0 170,0 224,0 283,0 361,0 432,0 527,0 620,0 733,0

l(mm)

320 320 340 360

lg

(mm) 85 95 105 115][ 200

kg 1,59 2,55 4,08 5,90

l(mm)

340 340 360 380 400

lg(mm)

85 95 105 115 125][ 220

kg 1,67 2,67 4,26 6,15 8,36

l(mm)

360 360 380 400 420 420 440 460

lg(mm)

85 95 105 115 125 130 135 140][ 240

kg 1,75 2,79 4,44 6,39 8,66 11,75 14,58 18,69

l(mm)

380 380 400 420 440 440 460 480 500 510 530

lg(mm)

85 95 105 115 125 130 135 140 145 150 155][ 260

kg 1,83 2,91 4,62 6,63 8,98 12,15 15,07 19,29 23,15 29,27 35,65

l(mm)

400 400 420 440 460 460 480 500 520 530 550

lg(mm)

85 95 105 115 125 130 135 140 145 150 155][ 280

kg 1,91 3,03 4,80 6,86 9,28 12,55 15,56 19,90 23,84 30,12 36,64

l(mm)

420 440 460 480 480 500 520 540 550 570

lg(mm)

95 105 115 125 130 135 140 145 150 155][ 300

kg 3,15 4,98 7,10 9,59 12,95 16,05 20,50 24,54 30,97 37,64

l(mm)

440 460 480 500 500 520 540 560 570 590

lg(mm)

95 105 115 125 130 135 140 145 150 155][ 320

kg 3,20 5,09 7,40 9,90 13,15 16,54 21,11 25,23 31,82 38,64

l(mm)

490 510 530 530 550 570 590 600 620

lg

(mm) 105 115 125 130 135 140 145 150 155][ 350

kg 5,37 7,61 10,36 13,77 17,27 22,01 26,27 33,10 40,14

l(mm)

520 540 560 560 580 600 620 630 650

lg(mm)

105 115 125 130 135 140 145 150 155][ 380

kg 5,63 8,15 10,82 14,39 18,01 22,92 27,31 34,37 41,63

l(mm)

540 560 580 580 600 620 640 650 670

lg(mm)

105 115 125 130 135 140 145 150 155][ 400

kg 5,92 8,37 11,13 15,07 18,50 23,52 28,01 35,22 42,63

Nominal diameterD in Inch

Waling boltswithhead and nut

Traction kN/cm2

Steel type: S 355 J2G3Weight including the nut.


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Waling bolts with two nuts

1 1 1 1 2 2 2 2 3 3 3

53,6 86,6 126,0 170,0 224,0 283,0 361,0 432,0 527,0 620,0 733,0

l(mm)

350 380 400 440

lg

(mm) 85 95 105 115][ 200

kg 1,59 2,74 4,25 6,90

l(mm)

380 410 430 460 480

lg(mm)

85 95 105 115 125][ 220

kg 1,71 2,93 4,52 7,15 9,31

l(mm)

390 420 440 470 510 510 530 560 580 600 630

lg(mm)

85 95 105 115 125 130 135 140 145 150 155][ 240

kg 1,75 2,99 4,61 7,27 9,78 13,35 16,78 21,71 25,92 33,10 40,63

l(mm)

410 440 460 490 530 530 550 580 600 620 650

lg(mm)

85 95 105 115 125 130 135 140 145 150 155][ 260

kg 1,83 3,12 4,79 7,52 10,10 13,77 17,27 22,31 26,62 33,95 41,63

l(mm)

430 460 480 510 550 550 570 600 620 640 670

lg(mm)

85 95 105 115 125 130 135 140 145 150 155][ 280

kg 1,91 3,24 4,97 7,75 10,42 14,18 17,76 22,92 27,31 24,80 42,63

l(mm)

480 510 540 570 570 600 620 640 660 690

lg(mm)

95 105 115 125 130 135 140 145 150 155][ 300

kg 3,35 5,24 8,15 10,74 14,59 18,50 23,52 28,01 35,65 43,63

l(mm)

530 560 590 590 620 640 660 680 710

lg(mm)

105 115 125 130 135 140 145 150 155][ 320

kg 5,41 8,40 11,18 15,01 18,99 24,13 28,70 36,30 44,63

l(mm)

550 580 620 620 640 660 680 710 740

lg

(mm) 105 115 125 130 135 140 145 150 155][ 350

kg 5,56 8,85 11,46 15,83 19,48 24,73 29,39 37,77 46,12

l(mm)

580 610 650 650 670 680 710 740 770

lg(mm)

105 115 125 130 135 140 145 150 155][ 380

kg 5,86 9,02 12,11 16,25 20,21 25,33 30,09 39,05 47,62

l(mm)

600 630 670 670 690 700 730 760 790

lg(mm)

105 115 125 130 135 140 145 150 155][ 400

kg 6,06 9,27 12,34 16,67 20,70 25,94 30,78 37,90 48,62


Waling boltswithtwo nuts

Traction kN/cm2

Steel type: S 355 J2G3Weight including the nuts

3.3 Waling bolts with two nuts

ASF


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4 Profiled capping plates


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Weight calculation:(A+B-10) x C x Length x 0.785

Measures A and B depend from the steel pile wall profile and angle.

Thickness C: 8/10/12 mm

All designs can be delivered with or without slide protection.

Welded design Screwed design

Permanent sheet pileconstructions are fitted with a topfinish made from steel or reinforcedsteel. The construction is realisedaccording to structural and op-erational aspects but also to staticcriteria if the beam is intended todivert bearing reaction (beam wale).If it has sufficient bending stiffness,the beam wale allows wall topalignment, load share in operationalmode, and prevents uneven

deflection.

Steel beams usually meet the

The rolled or pressed UNIONbeams are common, whose beadforms a clearly visible top finish ofthe sheet pile and prevents thewear through of ropes. Thecombination with an entirelypinned or checkered horizontalsurface results in good anti-skidprotection. The UNION beam isusually either welded throughuniversal mill plates or screwed bymeans of an angle onto the sheet

pile. If the beam is also used as awale, such must be constructedand dimensioned according to

requirements and are characterisedby easy installation.

EAU 2004.

4 Profiled capping plates

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Vertical edge protection:

Horizontal edge protection:

4 Profiled capping platesfor concrete

39

Smallest possible blade length 130/130

150/150 x 12 x 6000 mm130/130 x 10 x 6000 mm

wall


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Examples for installation:

4 Upper and lower edge protection

ASF


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4 Slide protection and profiled capping

Slide protection: Profiled capping plates for ladders for sheet pile wall:

Profiled capping plates for ladders for concrete wall:

platesfor ladders


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Single-bitt bollard

Double-bitt bollard

Equipment for quay walls intendedfor ship landing, include bollards,ladders and stairways.

5.1 Bollards

Mooring facilities include single-bitt bollards, cross bollards, recessbollards (reinforced concrete walls),dolphins, chocks, pad eyes etc.Their construction should alloweasy repair and replacement.

Single-bitt bollards on top ofthe quay wall can be constructed aseither single or double bollardsaccording to the necessary bollardforces. Their diameter must exceed15cm. They are made of high-qualitycast iron or cast steel and fitted withS355 J2G3 (St 52-3) anchorage parts.

They can either be structurallyattached to the beam, or behindsuch, anchored in a concretefoundation. Depending ondimensioning, a rear anchorage maybe necessary. In order to prevent asheet pile overload due to extremerope stress, retractile anchors, whichare conform to nominal load, may beconsidered.

5 Ancilliary equipment

ASF


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5.1 Bollards

Cross bollards for U- or Z-piles Dolphin bollard Lateral dolphin bollard

Apart from the top bollards, furtherbollards must be installed in differentheights at the sheet pile, according tolocal water level change.

Such cross bollards areperpendicularly superposed in thesheet pile recess as well as positionedon both sides of the respective ladder.They can be fastened by welding orthrough bolts. The front edge of thereplaceable bollard finger should be

located 5cm behind the quay frontedge.

Mooring facilities in dolphinsinclude capstans and lateral capstans.


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5.1 Bollards

ASF

Welded shear bollardRectangular base bollard

Inner harbour bollard

Sea harbour bollard


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ASF

5.1 Inner harbour bollards

Inner harbour bollards

Cable pull 50 kN 100 kN 150 kN 200 kN 300 kN

A 140

140

140

140

140

B 710 710 710 710 710

C 415 415 415 415 415

D 300 300 300 300 300

E 260 260 260 260 260

G 40 40 40 40 55

J 340 340 340 340 340

Material grade GG25 GG25 GG25 GG25 GGG40

Specifications in mm

45


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Sea harbour bollards

50 kN 100 kN 150 kN 200 kN 300 kN 500 kN 600 kN 700 kN 800 kN 1000 kN 1250 kN 1500 kN 2000 kN 2500 kN

A 230 290 330 340 380 415 450 450 480 480 545 590 640 730

B 400 490 590 600 640 700 820 820 730 900 1050 1100 1200 1250

C 400 490 590 600 640 700 900 900 900 900 1050 1100 1200 1250

D 310 370 410 450 500 520 560 560 650 650 800 850 900 950

E 190 250 280 290 325 355 380 380 420 420 465 520 580 660

F 80 100 110 120 125 140 130 130 165 165 250 260 290 300

G 60 80 90 95 115 120 120 120 150 150 160 180 220 230

H 200 245 295 300 320 350 490 490 450 450 525 550 600 625

J 320 400 500 500 510 580 650 650 730 730 850 870 950 1030

L 30 45 50 55 60 65 70 70 90 90 90 100 120 130

GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25 GG25

46

Cable pull

Material grade


5.1 Sea harbour bollards

ASF


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ASF

5.1 Tee head bollards

Tee head bollards

Metrische t 10 15 20 30 50 60 75 100 125 150 200

Base D D

D

D

D

D

D

D

D

D

D

A 157 172 190 250 300 300 343 374 376 430 460

B 350 400 483 600 800 800 800 1000 1000 1080 1080

C 305 350 410 540 650 650 720 813 813 900 930

D 241 275 290 380 480 490 510 600 600 670 685

E 286 330 360 476 570 570 620 710 710 830 848

F 127 135 145 190 245 245 260 306 306 350 320

G 45 51 50 60 80 90 90 100 100 110 125

H 91 105 125 155 206 206 222 265 265 283 287

J 248 300 350 460 600 600 650 750 750 800 830

No 5 5 5 5 5 5 6 7 7 7 7

Dia 24 24 24 24 36 36 48 45 48 48 56


47

Bolts Grade 8.8


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`y`Type pillar bollards

Metrische t 10 15 30 50 75 100 150

SQR SQR RND RND RND RND RND

A 204 229 254 305 457 559 559

B 300 381 559 610 914 1067 1067

D 350 368 426 533 864 762 762

F 248 254 254 305 648 510 510

G 57 51 83 114 102 102 102

J 280 356 432 508 610 813 813

No 4 4 5 8 8 8 8Bolts Grade 8.8

Dia 24 24 24 30 36 45 56


48

Base

5.1 `y`Type pillar bollards

ASF


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5.1 Twin horn bollards

Twin horn bollards

Metrische t 5 10 15 20 30 40 50/60 75 100 150 200

SQR D D D D SQR D D D D D

A 127 178 178 203 254 305 317 355 356 432 432

E 57 127 152 203 254 305 298 355 356 432 432

F 48 108 118 140 152 152 178 191 202 254 254

D 152 362 401 476 533 617 597 743 774 851 857

G 19 57 64 70 76 127 83 95 114 114 120

B 305 349 400 483 610 610 762 851 965 1016 1016

C 152 305 349 406 572 610 660 724 831 914 914

H 76 102 133 165 267 305 279 305 356 381 381

J 222 382 420 407 508 610 559 761 762 838 838

K 76 115 127 165 184 210 229 241 242 278 278

No 4 5 5 5 6 4 7 7 7 7 7Bolts Grade 8.8

Dia 20 24 24 24 24 36 30 36 48 48 56


Base


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Cutting edge Finer Element Analysis is utilised to support product designs as well as producebespoke solutions.

FEA example:

5.1 Typical FEA screen dumps

ASFFiner Element Analysis


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5.1 Anchorages/Breakaway anchorages

en Anchorages/ Breakaway anchoragesfor edge bollards

Sleeve

Da

(mm)lN

(mm)lA

(mm)lg

(mm)b

(mm)c

(mm)e

(mm)f

(mm)g

(mm)h

(mm)

50 4 M22 55 700 600 50 100 40 30 10 48 60 23 M22 27

100 4 M27 68 580 450 50 100 50 35 14 52 80 28 M27 33

150 4 1 83 650 470 60 140 50 35 17 57 100 34 1 40

200 4 1 98 700 515 65 150 60 35 20 60 120 40 1 45

300 4 2 120 820 625 75 170 60 40 25 75 150 54 2 56

500 4 2 150 930 685 85 210 75 50 31,5 85 170 62 2 72

600 4 2 160 1040 740 90 230 80 60 34 90 180 67 2 76

700 4 2 180 1100 740 90 250 85 65 37 100 200 74 2 85

800 6 2 160 1040 740 90 230 80 60 34 90 180 67 2 76

1000 6 2 180 1100 740 90 250 85 65 37 100 200 74 2 85

1250 6 3 190 1220 830 100 300 90 70 42 105 210 78 3 90

1500 6 3 208 1340 900 105 300 110 80 45,5 115 230 85 3 100

2000 7 3 225 1460 1000 110 320 110 80 49 120 240 93 3 105

2500 7 3 238 1680 1215 115 330 110 80 54 125 250 98 3 110

for edge bollards

Anchorage screws Breakaway pins SleeveDragdraft

inkN

Number

Disk DINstandard 126

NutHole

Bollard plate(mm)

Length of breakaway anchorageLength of normal anchorage

NutDiskBreakaway pinSleeve

Anchorage screw


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5.2 Ladders

ASF


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53

5.2 Ladders

5.2 Ladders

Quay ladder Beam recess with chock

Ladders mainly give access tomooring facilities, also inemergencies. They must lead up to1m below minimum low water leveland/or minimum low tide.

In order to facilitate easyassembly and replacement, thebottom mount fixture is an insertionconnection. At the ladder recess, the

beam is pulled back behind thesteps. Quays without flood dangerare furthermore equipped withchocks with a diameter of 40mm,which projects 30cm above the quaytop edge. They are situated 55cmbehind the shore line.


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The following drawings and specification are just informative!

54

6 Examples for using plates for anchors

ASFand waling bolts

Calculation according to EAU 1990


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6 Swivel plates, swivel nuts

Swivel plates, swivel nuts

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5

dp = nominal diameter + xx = 3 mm 1x = 4 mm 2x = 5 mm 3x = 6 mm 6

b (mm) 100 100 120 130 150 160 180 200 210 230 250 270 280 290 300 310 320

h (mm) 100 100 100 120 120 160 160 160 180 180 180 220 230 240 260 280 290

t (mm) 35 35 35 45 45 50 50 50 70 70 70 80 90 90 90 100 110

s (mm) 14 14 14 18 18 22 22 22 28 28 28 28 28 28 28 28 28

kg1)

3 3,1 4,0 6,1 7,1 11,1 12,6 14,5 21,2 23,7 26,4 39,8 48,6 53,2 59,6 70,5 85,3

D = Thread diameter

b (mm) 100 110 130 150 150 160 180 180 200 200 220 220 230 240 250 260 280

h (mm) 100 110 130 150 150 160 180 180 200 200 220 220 230 240 250 260 280

t (mm) 35 40 45 50 60 65 70 80 85 95 100 110 115 120 130 140 150

kg 3,2 4,1 6,2 9,0 10,2 12,3 16,7 18,4 24,1 26,2 33,5 35,8 41,8 45,7 53,2 61,5 77,1


Swivel plates

Swivel nuts

Steel type: S 355


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Cardan rocker platesIt is recommended to install Cardan rocker plates to avoid additional bending in the thread ends of theanchors, which might appear at irregular construction of sheet pile walls and anchors.

S 355 J2G3

D d1*) d2 h1 h2R

mm kg mm kg

1 25 90 36 40 35 24 17 1,2 100 30 2,2

1

32 90 43 47 35 24 17 1,1 100 35 2,6

1

38 90 48 52 35 24 17 1,0 100 40 2,8

1

45 90 57 61 35 24 17 0,9 100 50 3,3

2 50 130 66 71 50 33 25 3,2 140 55 7,6

2

58 130 73 78 50 33 25 2,9 140 65 8,7

2

63 130 80 85 50 33 25 2,6 140 70 9,1

2

70 130 86 91 50 33 25 2,3 140 75 9,3

3 75 170 94 100 60 38 30 5,7 180 80 17,6

3

83 170 103 109 60 38 30 5,0 180 90 19,1

3 90 180 111 118 65 42 32 6,0 190 100 23,4

3

95 185 117 124 70 46 35 7,0 200 105 27,2

4 100 195 124 132 75 50 37 8,5 210 110 31,3

*) Temporarily, d1 will be made equal to d2

Thread plates foranchor made ofCardan rocker plates

Anchordiameter

Externaldiameter

Internaldiameter

Internaldiameter

Totalheight

Edgeheight

Radius Weightapprox.

Lenghtand

widthSize Weight

Inch

6 Cardan rocker plates

ASF


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6 Front bearing plates / LARSSEN

Front bearing plates for anchors at LARSSEN piles For horizontal anchors with nut Valid for anchors in every channel of the pile

1 1 2 2 2 2 3 3 3

dp = Nominal diameter + xX = 3 mm 1 X = 4 mm 2 X = 5 mm 3X = 6 mm 6

b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 220 230 260

t (mm) 35 40 45 50 55 60 60 65 65

LARSSEN 22LARSSEN 22/10/10

kg 10,6 12,6 14,77 16,12 17,52 18,69 19,39 21,47 24,17

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 200 210 220 220 230 230 230 230 230

t (mm) 35 40 45 50 55 60 60 65 70LARSSEN 23

kg 11,73 13,91 16,29 17,81 20,32 21,75 21,47 22,64 23,83

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 200 210 220 220 230 230 230 230 230

t (mm) 35 40 45 50 55 60 60 65 70

LARSSEN 24LARSSEN 24/12

kg 11,73 13,91 16,29 17,81 20,32 21,75 21,47 22,64 23,83

b (mm) 330 330 330 330 330 330 330 330 330

h (mm) 280 290 300 300 300 300 310 320 330

t (mm) 40 45 50 60 60 65 70 75 80

LARSSEN 600LARSSEN 600 K

kg 28,6 33,14 37,96 45,21 44,97 48,25 53,45 58,51 63,84

b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 260 310 360t (mm) 35 40 45 50 55 60 60 60 60

LARSSEN 601

kg 10,6 12,6 14,77 16,12 17,52 18,69 23,35 27,73 32,2

b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 220 250 290

t (mm) 35 40 45 50 55 60 60 60 60LARSSEN 602

kg 10,6 12,6 14,77 16,12 17,52 18,69 19,39 21,8 25,27

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 260 280 280 280 280 290 290 300

t (mm) 40 45 50 60 60 65 70 75 80


LARSSEN 603/10/10

kg 23,92 27,81 33,17 39,46 39,22 42,04 46,64 49,27 53,86

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 260 280 280 280 280 290 290 300

t (mm) 40 45 50 60 60 65 70 75 80LARSSEN 604

kg 23,92 27,81 33,17 39,46 39,22 42,04 46,64 49,27 53,86

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,9

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,9

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,9

b (mm) 250 250 250 250 250 250 250 250 250h (mm) 190 200 210 220 230 240 250 250 290

t (mm) 40 45 50 55 60 60 65 70 70


LARSSEN 703/10/10

kg 14,5 17,0 19,71 22,44 25,42 26,18 29,33 30,93 35,86

Anchor, bearing plate: S 355 J2G3

57

Nominal diameter D in inch


59/99

Front bearing plates for anchors at LARSSEN piles For horizontal anchors with nut Valid for anchors in every second, third or fourth channel of the pile

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

mm 80 80 80 80 100 100 100 120 120 120 140 140 140 160 160 160 160 180 180


b (mm) 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210

h (mm) 190 190 190 200 210 210 210 210 210 210 220 230 260 260 280 300 340 370 420

t (mm) 45 40 40 40 45 45 50 55 60 60 60 65 65 65 65 65 65 65 65

LARSSEN22

LARSSEN22/10/10

kg 13,63 11,94 11,81 12,24 14,33 14,02 15,34 16,35 17,35 17,00 17,60 19,25 21,99 21,50 23,13 24,73 27,89 30,51 35,52b (mm) 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220

h (mm) 200 200 200 210 220 220 230 230 230 230 230 230 230 230 250 270 300 330 360

t (mm) 45 40 40 40 45 45 50 55 60 60 60 65 70 70 70 70 70 70 70

LARSSEN23

kg 15,08 13,22 13,10 13,56 15,85 15,54 17,02 19,16 20,42 20,06 19,68 20,43 21,49 20,95 22,82 24,66 27,07 30,06 33,02

b (mm) 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220

h (mm) 200 200 200 210 220 220 220 230 230 230 230 230 230 230 250 270 300 330 360

t (mm) 45 40 40 40 45 45 50 55 60 60 60 65 70 70 70 70 70 70 70

LARSSEN24

LARSSEN24/12

kg 15,08 13,22 13,10 13,56 15,85 15,54 17,02 19,16 20,42 20,06 19,68 20,43 21,49 20,95 22,82 24,66 27,07 30,05 33,02

b (mm) 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220

h (mm) 200 200 200 210 220 220 220 230 230 230 230 230 230 230 230 240 260 290 310

t (mm) 45 40 40 40 45 45 50 55 60 60 60 65 70 70 70 70 70 70 70

LARSSEN25

kg 15,08 13,22 13,10 13,56 15,85 15,54 17,02 19,16 20,42 20,06 19,68 20,43 21,49 20,95 22,40 21,03 22,23 25,22 26,97

b (mm) 330 330 330 330 330 330 330 330 330 330

h (mm) 280 280 280 290 300 300 300 300 300 300

t (mm) 45 40 40 45 50 50 60 60 65 65

LARSSEN600

LARSSEN

600 K kg 32,17 28,42 28,29 32,74 37,47 37,12 44,26 43,70 46,82 46,43b (mm) 210 210 210 210 210 210 210 210 210 210

h (mm) 190 190 190 200 210 210 210 210 210 210

t (mm) 45 40 40 40 45 45 50 55 60 60

LARSSEN601

kg 13,63 11,94 11,81 12,24 14,33 14,02 15,34 16,35 17,36 17,00

b (mm) 210 210 210 210 210 210 210 210 210 210 210 210 210

h (mm) 190 190 190 200 210 210 210 210 210 210 220 250 290

t (mm) 45 40 40 40 45 45 50 55 60 60 60 60 60

LARSSEN602

kg 13,63 11,94 11,81 12,24 14,33 14,02 15,34 16,35 17,36 17,00 17,60 19,75 23,27

b (mm) 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h (mm) 250 250 250 260 280 280 280 280 280 280 290 290 300 300 300 330 370 400 440

t (mm) 45 40 40 45 50 50 60 60 65 65 70 75 80 80 80 80 80 80 80

LARSSEN603

LARSSEN603 K

LARSSEN603/10/10

kg 26,91 23,74 23,62 27,41 32,69 32,33 38,52 37,95 40,60 40,20 44,55 46,71 51,18 50,57 49,94 55,12 61,52 66,63 73,66

b (mm) 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h (mm) 250 250 250 260 280 280 280 280 280 280 290 290 300 300 300 300 340 370 400

t (mm) 45 40 40 45 50 50 60 60 65 65 70 75 80 80 80 80 80 80 80

LARSSEN

604

kg 26,91 23,74 23,62 27,41 32,69 32,33 38,52 37,95 40,60 40,20 44,55 46,71 51,18 50,57 49,94 49,28 55,68 60,79 65,87

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 220 220 220 230 250 250 260 270 270 270 280 280 280 280 280 300 340 370 400

t (mm) 45 40 40 45 50 50 55 60 60 60 65 70 75 75 75 75 75 75 75

LARSSEN605

LARSSEN605 K

kg 21,29 18,75 18,62 21,68 26,09 25,74 29,26 32,68 32,20 31,83 35,50 37,27 39,39 38,82 38,22 40,90 46,19 50,45 54,69

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 220 220 220 230 250 250 260 270 270 270 280 280 280 280 280 300 330 360 390

t (mm) 45 40 40 45 50 50 55 60 60 60 65 70 75 75 75 75 75 75 75

LARSSEN606

LARSSEN606 K

kg 21,29 18,75 18,62 21,68 26,09 25,74 29,26 32,68 32,20 31,83 35,50 37,27 39,39 38,82 38,22 40,90 44,54 48,80 53,04

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 220 220 220 230 250 250 260 270 270 270 280 280 280 280 280 280 310 340 370

t (mm) 45 40 40 45 50 50 55 60 60 60 65 70 75 75 75 75 75 75 75

LARSSEN607

LARSSEN607 K

kg 21,29 18,75 18,62 21,68 26,09 25,74 29,26 32,68 32,20 31,83 35,50 37,27 39,39 38,82 38,22 37,61 41,25 45,51 49,74

b (mm) 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

h (mm) 190 190 190 200 210 210 220 230 240 240 250 250 290 290 310 340 380 410 450t (mm) 45 40 40 45 50 50 55 60 60 60 65 70 70 70 70 70 70 70 70

LARSSEN703

LARSSEN703 K

LARSSEN703/10/10

kg 16,31 14,32 14,20 16,60 19,22 18,87 21,58 24,15 24,85 24,49 27,39 28,54 33,52 32,99 35,18 38,73 43,00 46,48 51,32

Steel type: S 355 J2G3

58

Nominal diameter Din Inch

Inclination


ASF


60/99

ASF


Front bearing plates for anchors at LARSSEN piles For inclined anchors with joint disk / trolley roller Valid for anchors in every channel of the pile

1 1 2 2 2 2 3 3 3


b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 150 180 180 180 180 190 200 220 260

t (mm) 35 35 40 45 45 45 50 50 50


kg 8,29 9,87 11,15 12,29 12,11 12,53 14,51 15,69 18,59b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 160 190 190 200 200 200 200 220 230

t (mm) 35 35 40 40 45 45 50 50 55LARSSEN 23

kg 9,31 10,97 12,41 12,87 14,30 13,98 15,30 16,56 18,72

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 160 190 190 200 200 200 200 220 230

t (mm) 35 35 40 40 45 45 50 5055


kg 9,31 10,97 12,41 12,87 14,30 13,98 15,30 16,56 18,72

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 160 190 190 200 200 200 200 220 220

t (mm) 35 35 40 40 45 45 50 50 55LARSSEN 25

kg 9,31 10,97 12,41 12,87 14,30 13,98 15,30 16,56 17,77

b (mm) 330 330 330 330 330 330 330 330 330

h (mm) 230 250 250 250 250 270 270 300 300

t (mm) 40 45 50 55 60 60 60 60 65


kg 23,42 28,48 31,48 34,32 37,20 39,89 39,60 43,70 46,82b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 150 180 180 180 180 220 260 310 360

t (mm) 35 35 40 45 45 45 45 45 45LARSSEN 601

kg 8,29 9,87 11,15 12,29 12,11 14,76 17,51 20,80 24,15

b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 150 180 180 180 180 220 260 310 360

t (mm) 35 35 40 45 45 45 45 45 45LARSSEN 602

kg 8,29 9,87 11,15 12,29 12,11 12,53 15,34 18,16 21,06

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 210 220 220 220 230 250 250 270 280

t (mm) 40 45 50 55 60 60 60 60 65


LARSSEN 603/10/10kg 20,03 34,43 25,87 28,14 31,92 34,42 34,13 36,49 39,01

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 210 220 220 220 230 250 250 270 270

t (mm) 40 45 50 55 60 60 60 60 65LARSSEN 604

kg 20,03 34,43 25,87 28,14 31,92 34,42 34,13 36,49 39,01

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 180 190 190 190 220 230 230 250 260

t (mm) 40 45 50 55 55 55 60 60 60


kg 15,41 18,13 19,98 21,67 25,07 25,90 27,96 30,04 30,88

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 180 190 190 190 220 230 230 250 250

t (mm) 40 45 50 55 55 55 60 60 60


kg 15,41 18,13 19,98 21,67 25,07 25,90 27,96 30,04 29,56

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 180 190 190 190 220 230 230 250 250

t (mm) 40 45 50 55 55 55 60 60 60


kg 15,41 18,13 19,98 21,67 25,07 25,90 27,96 30,04 29,56

b (mm) 250 250 250 250 250 250 250 250 250

h (mm) 150 190 190 190 190 190 210 250 290

t (mm) 40 40 45 50 55 55 55 55 55


LARSSEN 703/10/10kg 11,36 14,32 15,97 17,46 18,99 18,60 20,50 24,30 28,18

Anchor, Bearing plates: S 355 J2G3

59

50

Nominal diameter D in Inch


61/99

Front bearing plates for anchors at LARSSEN piles For anchors inclined less than 5 with joint disk / trolley roller Valid for anchors in every second, third or fourth channel of the pile

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5

mm 100 100 120 120 120 140 140 140 160 160 160 180 180 180 200


b (mm) 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 250 280

t (mm) 25 30 35 40 45 50 55 60 70 80 85 95 105 115 130

LARSSEN 22LARSSEN

22/10/10kg 7,28 8,60 11,24 12,62 14,01 17,11 18,55 19,68 25,04 26,13 29,34 35,07 38,00 42,91 54,82

b (mm) 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 240 260

t (mm) 25 30 35 40 45 50 55 60 70 75 80 90 100 115 125LARSSEN 23

kg 7,59 8,98 11,73 13,18 14,65 17,89 19,42 20,62 26,25 27,66 29,00 34,92 38,07 42,91 50,56

b (mm) 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 240 280

t (mm) 25 30 35 40 45 50 55 60 70 75 80 90 100 115 125

LARSSEN 24LARSSEN

24/12

kg 7,59 8,98 11,73 13,18 14,65 17,89 19,42 20,62 26,25 27,66 29,00 34,92 38,07 42,91 50,56

b (mm) 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 240 260

t (mm) 25 30 35 40 45 50 55 60 70 80 85 95 105 115 125LARSSEN 25

kg 7,59 8,98 11,73 13,18 14,65 17,89 19,42 20,62 26,25 27,66 29,00 34,92 38,07 42,91 50,56

b (mm) 330 330 330 330 330 330 330 330 330 330

h (mm) 160 160 180 180 180 200 200 200 220 220

t (mm) 25 30 35 35 40 45 50 60 60 65

LARSSEN600

LARSSEN600 K

kg 10,10 11,99 15,69 15,49 17,54 21,75 23,93 28,16 30,79 32,96

b (mm) 240 240 240 240 240 240 240 240 240 240

h (mm) 160 160 180 180 180 200 200 200 220 220

t (mm) 25 30 35 40 45 50 55 60 70 80

LARSSEN601

kg 7,28 8,60 11,24 12,62 14,01 17,11 18,55 19,68 25,04 28,13

b (mm) 240 240 240 240 240 240 240 240 240 240 240 240 240

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 250

t (mm) 25 30 35 40 45 50 55 60 70 80 85 95 105

LARSSEN602

kg 7,28 8,60 11,24 12,62 14,01 17,11 18,56 19,68 25,04 28,13 29,34 35,07 39,98

b (mm) 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 270 300

t (mm) 25 30 35 35 40 45 50 60 60 65 70 80 85 90 100

LARSSEN603

LARSSEN603 K

LARSSEN603 K/10/10

kg 9,47 11,24 14,70 14,50 16,41 20,34 22,36 26,27 28,71 30,71 32,63 40,09 41,97 50,32 62,42

b (mm) 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 250 280t (mm) 25 30 35 35 40 45 50 60 60 65 70 80 85 90 100

LARSSEN604

kg 9,47 11,24 14,70 14,50 16,41 20,34 22,36 26,27 28,71 30,71 32,63 40,09 41,97 45,94 57,56

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 250 280

t (mm) 25 30 35 40 45 50 55 60 60 70 75 85 90 100 110

LARSSEN605

LARSSEN605 K

kg 8,53 10,11 13,22 14,88 16,56 20,25 22,01 23,45 25,60 29,45 31,07 37,79 39,35 45,16 56,06

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 240 270

t (mm) 25 30 35 40 45 50 55 60 60 70 75 85 90 100 110

LARSSEN606

LARSSEN606 K

kg 8,53 10,11 13,22 14,88 16,56 20,25 22,01 23,45 25,60 29,45 31,07 37,79 39,35 42,96 53,64

b (mm) 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 240 240 260

t (mm) 25 30 35 40 45 50 55 60 60 70 75 85 90 100 110

LARSSEN607

LARSSEN607 K

kg 8,53 10,11 13,22 14,88 16,56 20,25 22,01 23,45 25,60 29,45 31,07 37,79 39,35 42,96 51,22

b (mm) 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250

h (mm) 160 160 180 180 180 200 200 200 220 220 220 240 250 280 310

t (mm) 25 30 35 40 45 50 55 60 70 75 80 90 100 115 125

LARSSEN

703LARSSEN

703 KLARSSEN

703 K/10/10kg 7,59 8,98 11,73 13,18 14,65 17,89 19,42 20,62 26,25 27,66 29,00 34,92 40,04 51,94 62,82


60

Nominal diameter D in Inch

Inclination


ASF


62/99

ASF

61

6 Front bearing plates / HOESCH

Front bearing plates for anchors at HOESCH pilesFor horizontal anchors with nut Valid for anchors in every channel of the pile

1 1 2 2 2 2 3 3 3


b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 250 250 250 250 260 270 280 340

t (mm) 35 40 45 55 60 60 60 65 65

HOESCH1205

kg 27,21 30,02 32,85 38,44 41,12 42,41 43,84 48,15 58,63

b (mm) 320 320 320 320 320 320 320 320 320

h (mm) 230 230 250 250 250 250 270 270 320

t (mm) 40 45 50 55 60 60 65 70 70

HOESCH1705

HOESCH1705K

kg 28,47 31,11 36,78 39,52 42,30 41,88 48,30 50,84 60,33

b (mm) 440 440 440 440 440 440 440 440 440

h (mm) 270 270 270 280 280 280 300 320 320

t (mm) 45 50 60 60 70 75 80 85 85

HOESCH2505

HOESCH2505K

kg 48,28 52,67 61,66 63,64 72,79 76,97 87,28 97,84 97,16b (mm) 430 430 430 430 430 430 430 430 430

h (mm) 250 250 250 270 270 270 280 310 310

t (mm) 45 50 60 60 70 75 80 85 85

HOESCH3600

kg 43,79 47,73 55,83 60,04 68,64 72,54 79,49 92,58 91,90

Anchor, bearing plates: S 355 J2G3



63/99

62

Front bearing plates for anchors at HOESCH pilesFor horizontal anchors with nut Valid for anchors in every second, third or fourth channel of the pile

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

80 80 80 80 100 100 100 120 120 120 140 140 140 160 160 160 160 180 180


b(mm)

310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h(mm)

250 250 250 250 250 260 270 270 270 270 270 270 280 320 370 420 470

t(mm)

35 40 45 55 60 60 60 65 70 75 80 85 85 85 85 85 85

HOESCH1205

kg 27,21 30,02 32,85 38,44 41,12 42,41 43,84 46,32 48,80 51,34 53,80 55,58 57,28 65,91 76,83 87,73 97,85

b(mm)

320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320

h(mm)

230 230 250 250 250 250 270 270 270 270 270 270 270 300 350 390 440

t(mm)

40 45 50 55 60 60 65 70 75 80 85 85 85 85 85 85 85

HOESCH1705

HOESCH1705K

kg 28,47 31,11 36,78 39,52 42,30 41,88 48,30 50,84 53,39 56,01 58,54 57,38 58,76 63,27 74,53 83,38 93,83

b(mm)

440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440

h

(mm)270 270 270 280 280 280 300 320 320 330 330 340 350 360 360 370 370 390 420

t(mm)

45 50 60 60 70 75 80 85 85 90 95 100 105 110 115 115 120 120 120

HOESCH

2505HOESCH

2505K

kg 48,28 52,67 61,66 63,64 72,79 76,97 87,28 97,84 97,16 105,21 109,99 117,68 126,25 135,05 139,87 143,15 146,88 154,57 166,63

b(mm)

430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430

h(mm)

250 250 250 270 270 270 280 310 310 320 320 330 340 350 350 360 360 370 380

t(mm)

45 50 60 60 70 75 80 85 85 90 95 100 105 110 115 115 120 125 125

HOESCH3600

kg 43,79 47,73 55,83 60,04 68,64 72,54 79,49 92,58 91,90 99,59 104,07 111,38 119,57 127,98 132,49 135,67 139,09 147,84 151,13


Nominal diameter Din inch

Inclination


ASF


64/99

ASF

63


Front bearing plates for anchors at HOESCH piles For inclined anchors with joint disk / trolley roller Valid for anchors in every channel of the pile

1 1 2 2 2 2 3 3 3


b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 250 250 250 260 260 260 280 340

t (mm) 30 35 40 45 45 50 50 50 50HOESCH 1205

kg 24,22 27,06 29,90 32,59 33,76 36,43 36,19 38,66 47,07

b (mm) 320 320 320 320 320 320 320 320 320

h (mm) 230 230 230 230 230 230 230 260 320

t (mm) 35 40 45 50 50 55 55 55 55

HOESCH 1705HOESCH 1705K

kg 25,64 28,30 30,97 33,48 33,28 35,65 35,38 39,77 49,12

b (mm) 440 440 440 440 440 440 440 440 440

h (mm) 270 270 270 270 270 280 300 300 310

t (mm) 40 45 55 60 60 65 65 70 75

HOESCH 2505HOESCH 2505K

kg 43,67 48,08 57,09 61,32 61,08 67,64 72,32 76,65 83,83

b (mm) 430 430 430 430 430 430 430 430 430

h (mm) 260 260 260 260 260 270 290 290 290

t (mm) 40 45 55 60 60 65 65 70 75HOESCH 3600

kg 41,22 45,36 53,81 57,77 57,53 63,77 68,35 72,39 76,44

Anchor, bearing plates: S 355 J2G3



65/99

Front bearing plates for anchors at HOESCH pilesFor anchonrs inclined less than 5 with joint disk / trolley roller Valid for anchor in every second, third or fourth channel of the pile

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

100 100 120 120 120 140 140 140 160 160 160 180 180 180 200 200 200 220 220


b(mm)

310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h(mm)

250 250 250 250 260 260 260 260 260 270 280 280 290 320 370 420 470

t(mm)

35 40 45 50 50 55 55 60 60 65 65 70 70 70 70 70 70

HOESCH1205

kg 27,21 30,02 32,85 35,51 36,78 39,42 39,16 41,56 41,08 45,40 46,82 48,92 50,37 55,70 64,92 41,11 82,67

b(mm)

320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320

h(mm)

230 230 230 230 230 230 230 240 250 250 260 270 280 300 350 390 440

t(mm)

40 45 50 55 55 60 60 65 65 70 70 75 75 75 75 75 75

HOESCH1705

HOESCH1705K

kg 28,47 31,11 33,77 36,25 36,03 38,36 38,08 42,04 43,41 45,84 47,40 51,43 53,02 58,71 66,80 74,72 84,09

b(mm)

440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440

h

(mm)270 270 270 270 270 280 300 300 310 320 330 340 350 350 360 370 370 390 420

t(mm)

45 50 60 65 70 75 75 80 85 90 90 95 95 100 100 100 100 105 105

HOESCH

2505HOESCH2505K

kg 48,28 52,67 61,66 65,86 70,13 76,97 82,29 86,53 93,97 101,85 104,64 112,22 115,06 119,89 122,81 125,69 123,95 136,48 147,12

b(mm)

430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430

h(mm)

260 260 260 260 260 270 290 290 290 310 320 320 330 330 340 350 360 370 380

t(mm)

45 50 60 65 70 75 75 80 85 90 90 95 95 100 100 100 100 105 105

HOESCH3600

kg 45,56 49,67 58,11 62,04 66,03 72,54 77,74 81,69 85,66 96,30 99,02 102,77 105,54 109,89 112,73 115,53 117,42 125,67 128,47


64


Inclination


ASF


66/99

ASF

65

6 Bearing plates / LARSSEN

Bearing platesfor anchors directly at waling For horizontal anchors with nut for LARSSEN and HOESCH planks Also valid for bearing plates at belt behind anchor boards Valid for anchors in any anchor distance

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6


b(mm)

100 120 120 120

80 mmt

(mm)45 40 40 40

h = 140 kg 4,48 4,68 4,56 4,33

Inclination *b

(mm)150 150 160

100 mmt

(mm)45 45 45

h = 160 kg 7,23 6,92 7,27

b(mm)

180 190 190

120 mmt

(mm)55 50 50

h = 180 kg 11,30 10,58 10,28

b(mm)

220 220 220

140 mmt

(mm)60 55 55

h = 200 kg 14,38 14,43 14,90

b(mm)

250 260 260 270

160 mm t(mm) 65 60 60 55

h = 220 kg 21,70 20,59 20,10 18,42

b(mm)

290 300

180 mmt

(mm)65 65

h = 240 kg 26,38 26,99

* S min = Nominal diameter + 2 x 10 mmAnchor, bearing plates: S 355 J2G3

+ HOESCH

NominaldiameterD in Zoll

Inclination *

Inclination *

Inclination *

Inclination *

Inclination *

I n c

l i n a

t i o

n


67/99

Front bearing plates for anchors at HOESCH pilesFor anchonrs inclined less than 5 with joint disk / trolley roller Valid for anchor in every second, third or fourth channel of the pile

1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

100 100 120 120 120 140 140 140 160 160 160 180 180 180 200 200 200 220 220


b(mm)

310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310

h(mm)

250 250 250 250 260 260 260 260 260 270 280 280 290 320 370 420 470

t(mm)

35 40 45 50 50 55 55 60 60 65 65 70 70 70 70 70 70

HOESCH1205

kg 27,21 30,02 32,85 35,51 36,78 39,42 39,16 41,56 41,08 45,40 46,82 48,92 50,37 55,70 64,92 41,11 82,67

b(mm)

320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320

h(mm)

230 230 230 230 230 230 230 240 250 250 260 270 280 300 350 390 440

t(mm)

40 45 50 55 55 60 60 65 65 70 70 75 75 75 75 75 75

HOESCH1705

HOESCH1705K

kg 28,47 31,11 33,77 36,25 36,03 38,36 38,08 42,04 43,41 45,84 47,40 51,43 53,02 58,71 66,80 74,72 84,09

b(mm)

440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440 440

h

(mm)270 270 270 270 270 280 300 300 310 320 330 340 350 350 360 370 370 390 420

t(mm)

45 50 60 65 70 75 75 80 85 90 90 95 95 100 100 100 100 105 105

HOESCH

2505HOESCH2505K

kg 48,28 52,67 61,66 65,86 70,13 76,97 82,29 86,53 93,97 101,85 104,64 112,22 115,06 119,89 122,81 125,69 123,95 136,48 147,12

b(mm)

430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430 430

h(mm)

260 260 260 260 260 270 290 290 290 310 320 320 330 330 340 350 360 370 380

t(mm)

45 50 60 65 70 75 75 80 85 90 90 95 95 100 100 100 100 105 105

HOESCH3600

kg 45,56 49,67 58,11 62,04 66,03 72,54 77,74 81,69 85,66 96,30 99,02 102,77 105,54 109,89 112,73 115,53 117,42 125,67 128,47


66


Inclination


ASF


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Front bearing plates for anchors at LARSSEN piles For horizontal anchors with nut Valid for anchors in every channel of the pile

1 1 2 2 2 2 3 3 3


b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 220 230 260

t (mm) 35 40 45 50 55 60 60 65 65


kg 10,60 12,60 14,77 16,12 17,52 18,69 19,39 21,47 24,17

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 200 210 220 220 230 230 230 230 230

t (mm) 35 40 45 50 55 60 60 65 70LARSSEN 23

kg 11,73 13,91 16,29 17,81 20,32 21,75 21,47 22,64 23,83

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 200 210 220 220 230 230 230 230 230

t (mm) 35 40 45 50 55 60 60 65 70


kg 11,73 13,91 16,29 17,81 20,32 21,75 21,47 22,64 23,83

b (mm) 220 220 220 220 220 220 220 220 220

h (mm) 200 210 220 220 230 230 230 230 230

t (mm) 35 40 45 50 55 60 60 65 70LARSSEN 25

kg 11,73 13,91 16,29 17,81 20,32 21,75 21,47 22,64 23,83

b (mm) 330 330 330 330 330 330 330 330 330

h (mm) 280 290 300 300 300 300 310 320 330

t (mm) 40 45 50 60 60 65 70 75 80


kg 28,60 33,14 37,96 45,21 44,97 48,25 53,45 58,51 63,84b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 220 260 360

t (mm) 35 40 45 50 55 60 60 60 60LARSSEN 601

kg 10,60 12,60 14,77 16,12 17,52 18,69 23,35 27,73 32,20

b (mm) 210 210 210 210 210 210 210 210 210

h (mm) 190 200 210 210 210 210 220 250 290

t (mm) 35 40 45 50 55 60 60 60 60LARSSEN 602

kg 10,60 12,60 14,77 16,12 17,52 18,69 19,39 21,80 25,27

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 260 280 280 280 280 290 290 300

t (mm) 40 45 50 60 60 65 70 75 80


LARSSEN 603/10/10

kg 23,92 27,81 33,17 39,46 39,22 42,04 46,64 49,27 53,86

b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 260 280 280 280 280 290 290 300

t (mm) 40 45 50 60 60 65 70 75 80LARSSEN 604

kg 23,92 27,81 33,17 39,46 39,22 42,04 46,64 49,27 53,86

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,90

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,90

b (mm) 280 280 280 280 280 280 280 280 280

h (mm) 220 230 250 260 270 270 280 280 280

t (mm) 40 45 50 55 60 60 65 70 75


kg 18,93 22,08 26,58 30,13 33,95 33,53 37,44 39,66 41,90

b (mm) 250 250 250 250 250 250 250 250 250

h (mm) 190 200 210 220 230 240 250 250 290

t (mm) 40 45 50 55 60 60 65 70 70


LARSSEN 703/10/10kg 14,50 17,00 19,71 22,44 25,42 26,18 29,33 30,93 35,86

Belt pins, Bearing plates: S 355 J2G3



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Front bearing plates for belt pins at HOESCH profiles

1 1 2 2 2 2 3 3 3


b (mm) 310 310 310 310 310 310 310 310 310

h (mm) 250 250 250 250 250 260 270 280 340

t (mm) 35 40 45 55 60 60 60 65 65HOESCH 1205

kg 27,21 30,02 32,85 38,44 41,12 42,41 43,84 48,15 58,63

b (mm) 320 320 320 320 320 320 320 320 320

h (mm) 230 230 250 250 250 250 270 270 320

t (mm) 40 45 50 55 60 60 65 70 70

HOESCH 1705/HOESCH 1705 K

kg 28,47 31,11 36,78 39,52 42,30 41,88 48,30 50,84 60,33

b (mm) 440 440 440 440 440 440 440 440 440

h (mm) 270 270 270 280 280 280 300 320 320

t (mm) 45 50 60 60 70 75 80 85 85

HOESCH 2505/HOESCH 2505 K

kg 48,28 52,67 61,66 63,64 72,79 76,97 87,28 97,84 97,16b (mm) 430 430 430 430 430 430 430 430 430

h (mm) 250 250 250 270 270 270 280 310 310

t (mm) 45 50 60 60 70 75 80 85 85HOESCH 3600

kg 43,79 47,73 55,83 60,04 68,64 72,54 79,49 92,58 91,90

Belt pins, bearing plates: S 355 J2G3

Nominal diameterD in inch


ASF


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6 Rear bearing plates / LARSSEN

Rear bearing plates for belt pins at LARSSEN and HOESCH profiles

1 1 2 2 2 2 3 3 3


b (mm) 1001) 120 120 120

80 mm t (mm) 45 40 40 40

h = 140 kg 4,48 4,68 4,56 4,33

b (mm) 1202)3) 1301)2) 1301) 140 150 150 160

100 mm t (mm) 55 55 50 50 45 45 45

h = 160 kg 7,72 8,17 7,27 7,61 7,23 6,92 7,27

b (mm) 140 1501) 1601) 170 170 180 190

120 mm t (mm) 65 65 60 60 55 55 55 50

h = 180 kg 11,90 11,69 11,30 11,90 11,30 11,04 11,30 10,58

b (mm) 1503) 1602)3) 170 180 180 200 200

140 mm t (mm) 75 75 70 65 65 65 60

h = 200 kg 16,31 17,06 16,75 16,11 15,80 17,24 15,43

b (mm) 1902)3) 1902) 2102) 2101)

160 mm t (mm) 80 80 80 75 70

h = 220 kg 22,65 23,48 23,09 23,54 21,41

b (mm) 2202)

180 mm t (mm) 90 85

h = 240 kg 30,36 30,40

* S min = D + 2 x 10 mm; D = Nominal anchor diameter1) Required inclination if anchor distance is twice the double plank width2) Required inclination if anchor distance is three times the double plank width1) Required inclination if anchor distance is four times the double plank widthBelt pins, bearing plates: S 355 J2G3

+ HOESCH

Nominal diameter D ininch

Inclination *

Inclination *

Inclination *

Inclination *

Inclination *

Inclination *

1402)

1803)

2003)


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6 Plates on concrete

ASF

Plates on concrete

Nominal diameterD in inch 1 1 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6

b 150 200 200 250 250 300 300 350 350 400 450 450 450 500 500 500 550 550 600

t 20 25 30 35 35 40 45 45 50 55 60 65 65 65 70 75 75 80 85

41 48 53 60 67 74 80 87 95 100 105 115 120 125 130 135 145 150 160Plate

S355J2G3(with nut)

kg 3,3 7,5 8,9 16,4 16,2 26,9 30 41,2 45,3 65,7 91,3 98 97,6 130,6 139,4 138,8 179,6 190,1 240,1

t 25 30 35 4

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